Engineering Mathematics-II W.B. University of Technology, Kolkata BABU RAM Formerly Dean, Faculty of Physical Sciences, Maharshi Dayanand University, Rohtak Copyright 2011 Dorling Kindersley (India) Pvt. Ltd /LFHQVHHVRI3HDUVRQ(GXFDWLRQLQ6RXWK$VLD 1RSDUWRIWKLVH%RRNPD\EHXVHGRUUHSURGXFHGLQDQ\PDQQHUZKDWVRHYHUZLWKRXWWKHSXEOLVKHU¶VSULRU ZULWWHQFRQVHQW 7KLVH%RRNPD\RUPD\QRWLQFOXGHDOODVVHWVWKDWZHUHSDUWRIWKHSULQWYHUVLRQ7KHSXEOLVKHUUHVHUYHVWKH ULJKWWRUHPRYHDQ\PDWHULDOSUHVHQWLQWKLVH%RRNDWDQ\WLPH ,6%1 H,6%1 +HDG2IILFH$ $ 6HFWRU.QRZOHGJH%RXOHYDUGWK)ORRU12,'$,QGLD 5HJLVWHUHG2IILFH/RFDO6KRSSLQJ&HQWUH3DQFKVKHHO3DUN1HZ'HOKL,QGLD In memory of my parents Smt. Manohari Devi and Sri Makhan Lal This page is intentionally left blank. Contents Preface vii Symbols and Basic Formulae viii Roadmap to the Syllabus xii 1 Ordinary Differential Equations 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 Applications of Linear Differential Equations 1.67 1.21 Mass-Spring System 1.69 1.22 Simple Pendulum 1.70 1.23 Solution in Series 1.71 1.24 Bessel’s Equation and Bessel’s Function 1.81 1.25 Fourier–Bessel Expansion of a Continuous Function 1.88 1.26 Legendre’s Equation and Legendre’s Polynomial 1.89 1.27 Fourier–Legendre Expansion of a Function 1.95 1.28 Miscellaneous Examples 1.96 1.1 Definitions and Examples 1.1 Formulation of Differential Equation 1.1 Solution of Differential Equation 1.3 Differential Equations of First Order 1.4 Separable Equations 1.5 Homogeneous Equations 1.8 Equations Reducible to Homogeneous Form 1.11 Linear Differential Equations 1.12 Equations Reducible to Linear Differential Equations 1.14 Exact Differential Equation 1.15 The Solution of Exact Differential Equation 1.16 Equations Reducible to Exact Equation 1.18 Applications of First Order and First Degree Equations 1.25 Linear Differential Equations 1.37 Solution of Homogeneous Linear Differential Equation with Constant Coefficients 1.39 Complete Solution of Linear Differential Equation with Constant Coefficients 1.42 Method of Variation of Parameters to Find Particular Integral 1.51 Differential Equations with Variable Coefficients 1.54 Simultaneous Linear Differential Equations with Constant Coefficients 1.65 Exercises 2 Graphs 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 1.114 2.1 Definitions and Basic Concepts 2.1 Special Graphs 2.3 Subgraphs 2.6 Isomorphisms of Graphs 2.9 Walks, Paths and Circuits 2.11 Eulerian Paths and Circuits 2.15 Hamiltonian Circuits 2.21 Matrix Representation of Graphs 2.29 Planar Graphs 2.30 Colouring of Graph 2.37 Directed Graphs 2.41 Trees 2.44 Isomorphism of Trees 2.49 Representation of Algebraic Expressions by Binary Trees 2.52 2.15 Spanning Tree of a Graph 2.55 2.16 Shortest Path Problem 2.57 vi Contents 2.17 2.18 2.19 2.20 Minimal Spanning Tree 2.63 Cut Sets 2.68 Tree Searching 2.72 Transport Networks 2.75 Exercises 3 5.4 Miscellaneous Examples Exercises 6 3.1 3.1. Improper Integral 3.1 3.2. Convergence of Improper Integral with Unbounded Integrand 3.1 3.3. Convergence of Improper Integral with Infinite Limits 3.5 Exercises 4 3.7 Beta and Gamma Functions 4.1 4.1 4.2 4.3 4.4 4.5 Beta Function 4.1 Properties of Beta Function 4.1 Gamma Function 4.5 Properties of Gamma Function 4.5 Relation Between Beta and Gamma Functions 4.5 4.6 Dirichlet’s and Liouville’s Theorems 4.11 4.7 Miscellaneous Examples 4.13 Exercises 4.14 5 Laplace Transform 5.1 5.1 Definition and Examples of Laplace Transform 5.1 5.2 Properties of Laplace Transforms 5.8 5.3 Limiting Theorems 5.22 5.26 Inverse Laplace Transform 6.1 6.1 Definition and Examples of Inverse Laplace Transform 6.1 6.2 Properties of Inverse Laplace Transform 6.2 6.3 Partial Fractions Method to Find Inverse Laplace Transform 6.10 6.4 Heaviside’s Expansion Theorem 6.13 6.5 Series Method to Determine Inverse Laplace Transform 6.14 6.6 Convolution Theorem 6.15 6.7 Complex Inversion Formula 6.20 6.8 Miscellaneous Examples 6.25 2.82 Improper Integrals 5.23 Exercises 7 6.29 Applications of Laplace Transform 7.1 7.1 7.2 7.3 7.4 7.5 7.6 Ordinary Differential Equations 7.1 Simultaneous Differential Equations 7.13 Difference Equations 7.16 Integral Equations 7.21 Integro-Differential Equations 7.24 Solution of Partial Differential Equation 7.25 7.7 Evaluation of Integrals 7.29 7.8 Miscellaneous Examples 7.31 Exercises Solved Question Papers Index 7.36 Q.1 I.1 Preface All branches of Engineering, Technology and Science require mathematics as a tool for the description of their contents. Therefore, a thorough knowledge of various topics in mathematics is essential to pursue courses in Engineering, Technology and Science. The aim of this book is to provide students with sound mathematics skills and their applications. Although the book is designed primarily for use by engineering students, it is also suitable for students pursuing bachelor degrees with mathematics as one of the subjects and also for those who prepare for various competitive examinations. The material has been arranged to ensure the suitability of the book for class use and for individual self study. Accordingly, the contents of the book have been divided into seven chapters covering the complete syllabus prescribed for B.Tech. Semester-II of West Bengal University of Technology. A number of examples, figures, tables and exercises have been provided to enable students to develop problem-solving skills. The language used is simple and lucid. Suggestions and feedback on this book are welcome. Acknowledgements I am extremely grateful to the reviewers for their valuable comments. My family members provided moral support during the preparation of this book. My son, Aman Kumar, software engineer, Adobe India Ltd, offered wise comments on some of the contents of the book. I am thankful to Sushma S. Pradeep for excellently typing the manuscript. Special thanks are due to Thomas Mathew Rajesh, Anita Yadav, Ravi Vishwakarma, M. E. Sethurajan and Jennifer Sargunar at Pearson Education for their constructive support. BABU RAM Symbols and Basic Formulae 1 a b g Γ d Δ e ι q l m n w Ω 2 (f) b2 − 4ac < 0 ⇒ the roots are complex Greek Letters alpha beta gamma capital gamma delta capital delta epsilon iota theta lambda mu nu omega capital omega f Φ y Ψ x h z c π s Σ t r k phi capital phi psi capital psi xi eta zeta chi pi sigma capital sigma tau rho kapha if b2 − 4ac is a perfect square, the roots are rational (g) 3 Properties of Logarithm (i) loga 1 = 0, loga 0 = −∞ for a > 1, loga a = 1 loge 2 = 0.6931, loge 10 = 2.3026, log10 e = 0.4343 (ii) loga p + loga q = loga pq (iii) loga p + loga q = loga (iv) (v) 4 log a p q = q log a p log a n = log a b ⋅ log b n = − b ± b − 4 ac 2a b the sum of the roots is equal to − a c product of the roots is equal to a b2 − 4ac = 0 ⇒ the roots are equal b2 − 4ac > 0 ⇒ the roots are real and distinct 5 Algebraic Signs of Trigonometrical Ratios (a) First quadrant: All trigonometric ratios are positive (b) Second quadrant: sin q and cosec q are positive, all others negative (c) Third quadrant: tan q and cot q are positive, all others negative (d) Fouth quadrant: cos q and sec q are positive, all others negative 6 Commonly Used Values of Trigonometrical Ratios sin π 2 2 (a) (b) (c) (d) (e) its roots are given by 180° π (ii) 1° = 0.0174 radian Algebraic Formulae (vi) If ax2 + bx + c = 0 is quadratic, then log b n log b a Angles Relations (i) 1 radian = (i) Arithmetic progression a, a + d, a + 2d, nth term Tn = a + (n − 1) d n Sum of n terms = [2a + ( n − 1)d ] 2 (ii) Geometrical progression: a, ar, ar2, nth term Tn = ar n−1 a(1 − r n ) Sum of n terms = 1− r (iii) Arithmetic mean of two numbers a and b is 1 ( a + b) 2 (iv) Geometric mean of two numbers a and b is ab 2ab (v) Harmonic mean of two numbers a and b is a+b p q cosec = 1, cos π 2 π 2 = 1, sec = 0, tan π 2 π 2 =∞ = ∞, cos π 2 =0 1 π 3 π 1 = , cos = , tan = 2 6 2 6 3 π π π 2 cosec = 2, sec = , cot = 3 6 6 6 3 sin sin π 6 π 3 = π 1 π 3 , cos = , tan = 3 2 3 2 3 Symbols and Basic Formulae 2 π π 1 , sec = 2, cot = 3 3 3 3 3 π π π 1 1 sin = , cos = , tan = 1 4 4 4 2 2 cosec cosec 7 π π 4 = = 2, sec π 4 = 2, cot π 4 (m) =1 (n) (o) Trigonometric Ratios of Allied Angles (a) sin( −θ ) = − sin θ , cos( −θ ) = cos θ tan( −θ ) = − tan θ cosec( −θ ) = − cosec θ , sec( −θ ) = sec θ cot( −θ ) = − cot θ (p) (q) (r) (b) Any trigonometric ratio of (n.90 ± θ ) = (s) ⎧± same trigonometric ratio of θ ⎪ ⎨when n is even ⎪± co-ratio of θ when n is odd ⎩ For example: sin(4620) = sin[90°(52) − 60°] (t) 9 3 . 2 Similarly, cosec(270° − θ ) = cosec(90°(3) − θ ) = − sec θ . = sin( −60°) = − sin 60° = − 8 Transformations of Products and Sums (a) (b) (c) (d) (e) (f ) (g) (h) sin( A + B ) = sin A cos B + cos A sin B sin( A − B ) = sin A cos B − cos A sin B cos( A + B ) = cos A cos B − sin A sin B cos( A − B ) = cos A cos B + sin A sin B tan A + tan B tan( A + B ) = 1 − tan A tan B tan A − tan B tan( A − B) = 1 + tan A tan B 2 tan A sin 2 A = 2sin A cos A = 1 + tan 2 A cos 2 A = cos 2 A − sin 2 A = 1 − 2sin 2 A 1 − tan 2 A 1 + tan 2 A sin 2 A 2 tan A (i) tan 2 A = = cos 2 A 1 − tan 2 A ( j) sin 3 A = 3sin A − 4sin 3 A = 2cos 2 A − 1 = (k) cos3 A = 4 cos3 A − 3cos A 3tan A − tan 3 A 1 − 3tan 2 A A+ B A− B sin A + sin B = 2sin cos 2 2 A+ B A− B sin sin A − sin B = 2cos 2 2 A+ B A− B cos A + cos B = 2cos cos 2 2 A+ B B−A cos A − cos B = 2sin sin 2 2 1 sin A cos B = [sin( A + B) + sin( A − B)] 2 1 cos A sin B = [sin( A + B) − sin( A − B)] 2 1 cos A cos B = [cos( A + B ) + cos( A − B )] 2 1 sin A sin B = [cos( A − B) − cos( A + B )] 2 (l) tan 3 A = Expressions for sin A2 ; cos A2 and tan (a) sin 2A = ± 1 − cos A 2 (b) cos 2A = ± 1 + cos A 2 (c) tan 2A = ± 1 − cos A 1 + cos A A 2 (d) sin 2A + cos 2A = ± 1 + sin A (e) sin 2A − cos 2A = ± 1 − sin A 10 Relations Between Sides and Angles of a Triangle a b c (sine formulae) = = sin A sin B sin C b2 + c2 − a2 ⎫ (b) cos A = ⎪ 2bc ⎪ 2 2 2 c +a −b ⎪ cos B = ⎬ cosine formulae 2ca ⎪ a2 + b2 − c2 ⎪ cos C = ⎪ 2ab ⎭ cos cos = + a b C c B ⎫ (c) ⎪ b = c cos A + a cos C ⎬ Projection formulae. c = a cos B + b cos A⎪⎭ (a) ix x Symbols and Basic Formulae 11 d 1 (cosec −1 x ) = − dx x x2 − 1 d (s) (sinh x ) = cosh x dx d (t) (cosh x ) = sinh x dx (u) D n (uv ) = D nu + nc1D n −1uDv + nc2 D n − 2uD 2 v Permutations and Combinations Formulae (r) n! , ( n − r )! n! n = nCn − r , Cr = r !( n − r )! n Pr = n C0 = nCn = 1 + + n Cr D n − r uD r v + + n CnuD n v 12 (Leibnitz’s Formula) Differentiation Formulae (a) (b) (c) (d) (e) (f ) (g) (h) (i) ( j) (k) (l) (m) d (sin x ) = cos x dx d (cos x ) = − sin x dx d (tan x ) = sec2 x dx d (cot x ) = − cosec2 x dx d (sec x ) = sec x tan x dx d (cosec x ) = − cosec x cot x dx d x (e ) = e x dx d x ( a ) = a 2 log e a dx 1 d (log a x ) = dx x log a 1 d (log e x ) = dx x d ( ax + b) n = na( ax + b) n −1 dx dn ( ax + b) m = m( m − 1)( m − 2) dx n …( m − n + 1)( ax + b) m − n 1 d (sin −1 x ) = dx 1 − x2 1 d (cos −1 x ) = − dx 1 − x2 1 d (o) (tan −1 x ) = 1 + x2 dx 1 d (p) (cot −1 x ) = − 1 + x2 dx 1 d (q) (sec −1 x ) = dx x x2 − 1 (n) 13 Integration Formulae (a) (b) (c) (d) (e) (f ) (g) (h) (i) ( j) (k) (l) (m) (n) (o) (p) ∫ sin x dx = − cos x ∫ cos x dx = sin x ∫ tan x dx = − log cos x ∫ cot x dx = logsin x ∫ sec x dx = log(sec x + tan x) ∫ cosec x dx = log(cosec x − cot x) ∫ sec x dx = tan x ∫ cosec x dx = − cot x ∫ e dx = e 2 2 x x ax ∫ a dx = log x e a 1 ∫ x dx = loge x x n +1 n ∫ x dx = n + 1 , n ≠ −1 1 −1 x dx ∫ a2 + x 2 = a tan a 1 dx a+ x ∫ a2 − x 2 = 2a loge a − x 1 dx x−a ∫ x 2 − a2 = 2a loge x + a dx x = sin −1 a a2 − x 2 (q) ∫ (r) ∫ (s) ∫ dx a2 + x 2 dx x −a 2 2 = sinh −1 x a = cosh −1 x a a 2 + x 2 dx = x a2 + x 2 a2 x + sinh −1 2 2 a Symbols and Basic Formulae (t) ∫ x x 2 − a2 a2 x − cosh −1 2 2 a x 2 − a 2 dx = x a −x a x + sin −1 2 2 a e ax (v) ∫ e ax sin bx dx = 2 ( a sin bx − b cos bx ) a + b2 e ax (w) ∫ e ax cos bx dx = 2 ( a cos bx + b sin bx ) a + b2 (u) (x) 2 ∫ ∫ 2 2 a 2 − x 2 dx = π 2 0 π sin n x dx = ∫ 2 cos n x dx ∫ π 2 0 Beta and Gamma Functions 1 (a) b ( m, n) = ∫ x m−1 (1 − x )n−1 dx converges for m, n > 0 0 ∞ (b) Γ ( n) = ∫ e − x x n−1dx converges for n > 0 0 (c) Γ ( n + 1) = n Γ ( n) and Γ ( n + 1) = n ! if n is positive integer ⎛ 1⎞ (d) Γ (1) = 1 = Γ (2) and Γ ⎜ ⎟ = π ⎝ 2⎠ (e) b (m, n) = 0 ⎧ ( n − 1)( n − 3)( n − 5)…… if n is odd ⎪ n( n − 2)( n − 4)… ⎪ =⎨ ⎪ ( n − 1)( n − 3)( n − 5)… π if n is even ⎩⎪ n( n − 2)( n − 4)… 2 (y) 14 (f ) π 2 ∫ 0 Γ ( m)Γ ( n) Γ ( m + n) sin p x cos q x dx = 1 ⎛ p + 1 q + 1⎞ b⎜ , ⎟ 2 ⎝ 2 2 ⎠ ⎛ p + 1⎞ ⎛ q + 1⎞ Γ⎜ Γ ⎝ 2 ⎟⎠ ⎜⎝ 2 ⎟⎠ = ⎛ p + q + 2⎞ 2Γ ⎜ ⎟⎠ ⎝ 2 sin m x cos n x dx ⎧ ( m − 1)( m − 3)…( n − 1)( n − 3)… ⎪ ( m + n)( m + n − 2)( m + n − 4)… ⎪ ⎪ if m and n are not simultaneously even =⎨ ⎪ ( m − 1)( m − 3)…( n − 1)( n − 3)… π ⎪ ( m + n)( m + n − 2)( m + n − 4)… 2 ⎪ ⎩ if both m and n are even xi (g) ∫ π 2 0 tan θ dθ = ∫ π 2 0 1 ⎛ 1⎞ ⎛ 3⎞ = Γ⎜ ⎟ Γ⎜ ⎟ 2 ⎝ 4⎠ ⎝ 4⎠ ⎛ 3⎞ ⎛ 1⎞ Γ⎜ ⎟ Γ⎜ ⎟ ⎝ 4⎠ ⎝ 4⎠ sin θ cos θ dθ = 2 Γ (1) 1 2 −1 2 Roadmap to the Syllabus W.B. UNIVERSITY OF TECHNOLOGY, KOLKATA MODULE I Ordinary differential equations (ODE) — First order and first degree: Exact equations, Necessary and sufficient condition of exactness of a first order and first degree ODE (statement only), Rules for finding Integrating factors, Linear equation, Bernoulli’s equation. General solution of ODE of first order and higher degree (different forms with special reference to Clairaut’s equation). MODULE II ODE — Higher order and first degree: General linear ODE of order two with constant coefficients, C.F. and P.I., D-operator methods for finding P.I., Method of variation of parameters, Cauchy-Euler equations, Solution of simultaneous linear differential equations. ) REFER Chapter 1 MODULE III Basics of Graph Theory: Graphs, Digraphs, Weighted graph, Connected and disconnected graphs, Complement of a graph, Regular graph, Complete graph, Subgraph, Walks, Paths, Circuits, Euler Graph, Cut sets and cut vertices, Matrix representation of a graph, Adjacency and incidence matrices of a graph, Graph isomorphism, Bipartite graph. MODULE IV Tree: Definition and properties, Binary tree, Spanning tree of a graph, Minimal spanning tree, properties of trees, Algorithms: Dijkstra’s Algorithm for shortest path problem, Determination of minimal spanning tree using DFS, BFS, Kruskal’s and Prim’s algorithms. ) REFER Chapter 2 MODULE V Improper Integral: Basic ideas of improper integrals, working knowledge of Beta and Gamma functions (convergence to be assumed) and their interrelations. Laplace Transform (LT): Definition and existence of LT, LT of elementary functions, First and second shifting properties, Change of scale property; LT of f (t) t, LT of ( ) n t f t, LT of derivatives of f (t), LT of ∫ f (u)du. Evaluation of improper integrals using LT, LT of periodic and step functions, Inverse – LT: Definition and its properties; Convolution Theorem (statement only) and its application to the evaluation of inverse LT, Solution of linear ODE with constant coefficients (initial value problem) using LT. ) REFER Chapters 3–7 1 Ordinary Differential Equations Differential equations play an important role in engineering and science. Many physical laws and relations appear in the form of differential equations. For example, the current I in an LCR circuit is described by the differential equation LI 00 þ RI þ 1 C I ¼ E, which is derived from Kirchhoff’s laws. Similarly, the displacement y of a vibrating mass m on a spring is described by the equation my 00 þ ky ¼ 0. The study of differential equations involves formation of differential equations, the solutions of differential equations, and the physical interpretation of the solution in terms of the given problem. 1.1 DEFINITIONS AND EXAMPLES Definition 1.1. A differential equation is an equation which involves derivatives. For example, 2 2 2 ¼0 (a) ddt2x þ n2 x ¼ 0, (b) ddx2y þ dy dx (c) @2 @x2 þ @@y2 ¼ 0 2 and (d) dy dx ¼xþ1 are differential equations. We note that a differential equation may have the variables present only in the derivatives. For example in (b), the variables are present only in derivatives. Moreover, a differential equation may have more than one dependent variable. For example, d dł þ ¼þł dt dt has two dependent variables and ł and one independent variable t. Definition 1.2. A differential equation involving derivatives with respect to a single independent variable is called an ordinary differential equation. For example, d2y þ 3y ¼ 0 dx2 is an ordinary differential equation. Definition 1.3. A differential equation involving partial derivatives with respect to two or more independent variables is called a partial differential equation. For example, 2 @2u @u @2u 2@ u ¼ k ¼ a and @t2 @x2 @t @x2 are partial differential equations. Definition 1.4. The order of the highest derivative appearing in a differential equation free from radicals is called the order of that differential equation. For example the, order of the differential equation y 00 þ4y ¼ 0 is two, the order of the differential 2 2 equation @@t2u ¼ a2 @@xu2 is two, and order of the difx ferential equation y ¼ x dy dx þ dy=dx is one. Definition 1.5. The degree or exponent of the highest derivative appearing in a differential equation free from radicals and fractions is called the degree of the differential equation. For example, the degree of the differential equation 2 dy dy þ1 y ¼x dx dx is two. Similarly, the degree of the differential equation 3 2=3 d y dy ¼1þ2 3 dx dx is two because the given equation can be written as 3 2 d y dy 3 ¼ 1þ2 : dx3 dx 1.2 FORMULATION OF DIFFERENTIAL EQUATION The derivation of differential equations from physical or other problems is called modelling. The modelling involves the successive differentiations and elimination of parameters present in the given sytem. 1.2 n Engineering Mathematics-II EXAMPLE 1.1 Form the differential equation for \free fall" of a stone dropped from the height y under the action of force due to gravity g. Solution. We know that equation of motion of the free fall is 1 y ¼ gt2 : 2 Differentiating with respect to t, we get dy ¼ gt: dt Differentiating once more, we get d2y ¼ g; dt2 which is the desired differential equation representing the free fall of a stone. EXAMPLE 1.2 Form the differential equation of simple harmonic motion given by x ¼ A cos (vt þ ), where A and are constants. Solution. To get the required differential equation, we have to differentiate the given relation and eliminate the constants A and . Differentiating twice, we get dx ¼ Av sinðvt þ Þ; dt d2x ¼ Av2 cosðvt þ Þ ¼ v2 x: ð1Þ dt2 Hence d2x þ v2 x ¼ 0 dt2 the lowest point of the curve and let the length of the arc OQ be s. y P(x, y) y Q(x, u) u 0 x Figure 1.1 By Law of Conservation of energy, we have potential energy at P + kinetic energy at P ¼ potential energy at Q + kinetic energy at Q; and so 2 1 ds mgy þ 0 ¼ mgu þ m : 2 dt Hence 2 ds ¼ 2gðy uÞ dt is the required differential equation. If the duration T0 of descent is independent of the starting point, the solution of this differential equation comes out to be the equation of a cycloid. Thus the shape of the curve is a cycloid. This curve is called Tautochrone Curve. is the differential equation governing simple harmonic motion. Equation (1) shows that acceleration varies as the distance from the origin. EXAMPLE 1.4 Derive the differential equation governing a massspring system. EXAMPLE 1.3 Find the differential equation governing the motion of a particle of mass m sliding down a frictionless curve. Solution. Let m be the mass suspended by a spring that is rigidly supported from one end (see Figure 1.2). Let Solution. Velocity of the particle at the starting point P(x, y) is zero since it starts from rest. Let (x, u) be some intermediate point during the motion (see Figure 1.1). Let the origin O be (i) rest position be denoted by x ¼ 0, downward displacement by x > 0 and upward displacement be denoted by x < 0. (ii) k > 0 be spring constant and a > 0 be damping constant. Ordinary Differential Equations (iii) a dx dt be the damping force due to medium (damping force is proportional to the velocity). and then (3) yields x h ¼ ðy kÞ (iv) f (t) be the external impressed force on m. dy ¼ dx dy dx h 1þ n 1.3 dy2 i dx d 2 y=dx2 : Substituting the values of x – h and y – k in (2), we get " 2 2 2 #3 dy 2 d y ¼a ; 1þ dx dx2 x <0 x ⫽ 0 (rest position) 0 which is the required differential equation. It follows that h 2 i3=2 1 þ dy dx ¼ a; d 2 y=dx2 x >0 f(t) Figure 1.2 Then, by Newton’s second law of motion, the 2 sum of force acting on m is m ddt2x and so d2x dx m 2 ¼ kx a þ f ðtÞ; dt dt that is, d 2 x a dx k þ þ x ¼ f ðtÞ; dt2 m dt m and so the radius of curvature of a circle at any point is constant. EXAMPLE 1.6 Form the differential equation from the equation xy ¼ Aex þ B e–x. Solution. Differentiating twice, we get x which is the required differential equation governing the system. EXAMPLE 1.5 Find the differential equation of all circles of radius a and centre (h, k). x ð2Þ Differentiating twice, we get dy x h þ ðy kÞ ¼ 0; dx d2y dy 2 1 þ ðy kÞ 2 þ ¼0 dx dx x From (4), we have 2 1 þ dy y k ¼ 2 dx 2 d y=dx ð4Þ d2y dy þ 2 xy ¼ 0 2 dx dx is the required differential equation. 1.3 ð3Þ d 2 y dy dy þ þ ¼ Aex þ B ex ¼ xy: dx2 dx dx Hence Solution. We know that the equation of the circle with radius a and centre (h, k) is ðx hÞ2 þ ðy kÞ2 ¼ a2 dy þ y ¼ Aex B ex dx SOLUTION OF DIFFERENTIAL EQUATION Definition 1.6. A solution of a differential equation is a functional relation between the variables involved such that this relation and the derivatives obtained from it satisfy the given differential equation. For example, x2 þ 4y ¼ 0 is a solution of the differential equation 2 dy dy þx y ¼ 0: ð5Þ dx dx 1.4 n Engineering Mathematics-II In fact, differentiating x2 þ 4y ¼ 0, we get dy 2x þ 4 ¼ 0 dx dy x and so dx ¼ 2. Hence 2 x dy dy x2 þx y ¼ þ x y 4 dx dx 2 2 x2 x2 x ¼ 0: ¼ 4 2 4 Hence x2 þ 4y ¼ 0 is a solution of (5). Definition 1.7. A solution of a differential equation in which the number of arbitrary constants is equal to the order of the differential equation is called the general (or complete) solution of the differential equation. For example xy ¼ Aex þ Be–x is the general solution of d2y dy x 2 þ 2 xy ¼ 0: dx dx Definition 1.8. A solution obtained from the general solution of a differential equation by giving particular values to the arbitrary constants is called a particular solution of that differential equation. Definition 1.9. A problem involving a differential equation and one or more supplementary conditions, relating to one value of the independent variable, which the solution of the given differential equation must satisfy is called an initial-value problem. For example, d2y þ y ¼ cos 2t; dt2 yð0Þ ¼ 1; y0 ð0Þ ¼ 2 is an initial-value problem. Similarly, the problem d2y þ y ¼ 0; dx2 yð1Þ ¼ 3; y0 ð1Þ ¼ 4 is also an initial-value problem. Definition 1.10. A problem involving a differential equation and one or more supplementary conditions, relating to more than one values of the independent variable, which the solution of the differential equation must satisfy, is called a boundary-value problem. For example, d2y þy¼0 dx2 yð0Þ ¼ 2; y ¼4 2 is a boundary value problem. 1.4 DIFFERENTIAL EQUATIONS OF FIRST ORDER We consider first the differential equations of first order. Let D be a open connected set in R2 and let f : D ! R be continuous. We discuss the problem of determining solution in D of the first order differential equation dy ¼ f ðx; yÞ: dx Definition 1.11. A real-valued function f: D ! R defined on the connected open set D in R2 is said to satisfy a Lipschitz condition in y on D with Lipschitz constant M if and only if j f ðx; y2 Þ f ðx; y1 Þj Mj y2 y1j for all (x, y1) and (x, y2) 2 D. Regarding existence of solutions of first order differential equation, we have the following theorems. Theorem 1.1. (Picard’s Existence and Uniqueness Theorem). Let f: D ! R be continuous on open connected set D in R2 and satisfy Lipschitz condition in y on D. Then for every (x0, y0) 2 D, the initial-value problem dy dx ¼ f (x, y) has a solution passing through (x0, y0). The solution obtained in Theorem 1.1 is unique. The Lipschitz condition in the hypothesis of Picard’s theorem cannot be dropped because continuity of f without this condition will not yield unique solution. For example, consider the equation dy ¼ y2=3 ; yð0Þ ¼ 0: dx Clearly 1(x) ¼ 0 is a solution to this equation. Further substituting y ¼ sin3h, we have dy ¼ 3 sin2h cos h dh and so 3 sin2 h cos h dh ¼ sin2 h; dx which yields 3 cos h dh ¼ dx and x ¼ 3 sin h. Thus x3 x3 ¼ 27 sin3h ¼ 27y and hence y ¼ 27 is also a Ordinary Differential Equations solution. Therefore, the given initial-value problem does not have unique solution. The reason is that it does not satisfy Lipschitz condition. Solution. We have n dy ex ¼ y dx e and so Theorem 1.2. (Peano’s Existence Theorem). Let f be a continuous real-valued function on a non-empty open subset D of the Euclidean space R2 and let (x0, y0) 2 D. Then there is a positive real number a such that the first order differential equations dy dx ¼ f (x, y) has a solution in the interval [x0, x0 þ a] which satisfies the boundary condition (x0) ¼ y0. Clearly, Peano’s theorem is merely an existence theorem and not a uniqueness theorem. We now consider certain basic types of first order differential equations for which an exact solution may be obtained by definite procedures. The most important of these types are separable equations, homogeneous equations, exact equations, and linear equations. The corresponding methods of solution involve various devices. We take these types of differential equations one by one. 1.5 SEPARABLE EQUATIONS ey dy ¼ ex dx: Integrating both sides Z Z y e dy ¼ ex dx þ C or ey ¼ ex þ C: Using initial condition y (1) ¼ 1, we get e1 ¼ e þ C 2 and so C ¼ 1þe . e Thus the solution is ey ¼ ex ey ¼ e ð6Þ is separable if f may be expressed as ðx; yÞ 2 D dy ¼ MðxÞ dx ð7Þ ð8Þ The equation (8) is solved by integrating with respect to x. Thus the solution is Z Z N ð yÞdy ¼ MðxÞdx þ C: EXAMPLE 1.7 Solve dy ¼ exþy ; yð1Þ ¼ 1: Find yð1Þ: dx or y ¼ 1: EXAMPLE 1.8 The function M(x) and N(y) are real-valued functions of x and y, respectively. Thus (6) becomes N ð yÞ 1 þ e2 e 2 1 1þe ¼ e; ¼ e e yð1Þ ¼ e1 The first order differential equation MðxÞ ; f ðx; yÞ ¼ N ð yÞ 1 þ e2 : e Hence y(1) is given by that is dy ¼ f ðx; yÞ dx 1.5 2 Solve dy dx ¼ (4x þ y þ 1) , y(0) ¼ 1. Solution. Substituting 4x þ y þ 1 ¼ t, we get dy dt ¼ 4 dx dx Hence, the given equation reduces to dt 4 ¼ t2 dx or dt ¼ t2 þ 4 dx or dt ¼ dx: 2 t þ4 Integrating both sides, we have Z Z dt dt ¼ dx þ C t2 þ 4 1.6 n Engineering Mathematics-II or 1 t tan1 ¼ x þ C 2 2 or 1 4x þ y þ 1 tan1 ¼xþC 2 2 or 4x þ y þ 1 ¼ 2 tan 2ðx þ CÞ Using given initial conditions x ¼ 0, y ¼ 1, we get 1 tan1 1 ¼ C 2 which gives C ¼ 8. Hence the solution is 4x þ y þ 1 ¼ 2 tanð2x þ =4Þ: EXAMPLE 1.9 Solve Solution. Dividing the given equation throughout by (1 þ x2) (1 þ y2), we get x y dx þ dy ¼ 0: 1 þ x2 1 þ y2 Integrating both sides, we have Z Z x y dx þ dy ¼ C 1 þ x2 1 þ y2 or Z Z 1 2x 1 2y dx þ dy ¼ C 2 2 1þx 2 1 þ y2 or 1 1 logð1 þ x2 Þ þ logð1 þ y2 Þ ¼ C 2 2 or 1 logð1 þ x2 Þð1 þ y2 Þ ¼ C 2 or logð1 þ x2 Þð1 þ y2 Þ ¼ 2C ¼ log C dy dy : y x ¼ a y2 þ dx dx Solution. The given equation can be written as dy ða þ xÞ ¼ yð1 ayÞ dx or dy dx ¼ : yð1 ayÞ a þ x Integrating both sides, we have log y logð1 ayÞ ¼ logða þ xÞ þ C or log y ¼ C: ða þ xÞ ð1 ayÞ Hence y ¼ Kða þ xÞð1 ayÞ; K constant Hence ð1 þ x2 Þð1 þ y2 Þ ¼ K ðconstantÞ is the required solution. EXAMPLE 1.11 Solve dy ¼ exy þ x2 ey : dx Solution. We have dy ex x2 ¼ þ dx ey ey or dy ey ¼ ex þ x2 dx or ey dy ¼ ðex þ x2 Þdx ¼ ex dx þ x2 dx: Integrating both sides, we get x3 ey ¼ ex þ þ C ðconstantÞ: 3 is the general solution. EXAMPLE 1.10 Solve xð1 þ y2 Þdx þ yð1 þ x2 Þdy ¼ 0: EXAMPLE 1.12 Solve 16y dy þ 9x ¼ 0: dx Ordinary Differential Equations n 1.7 Solution. We are given that dy 16y þ 9x ¼ 0 dx Solution. We have or dz ¼ 1 – 2 Substituting z ¼ x – 2y, we get dx The equation becomes dz ð2z þ 5Þ ¼ 4z þ 11 dx or dz ð4z þ 10Þ ¼ 2ð4z þ 11Þ dx or 4z þ 10 dz ¼ 2 dx 4z þ 11 or 4z þ 11 1 dz ¼ 2dx 4z þ 11 or 1 dz ¼ 2dx 1 4z þ 11 16y dy ¼ 9x dx: Integrating both sides, we have 16 y2 x2 ¼ 9 þ C 2 2 or x2 y2 þ ¼ K ðconstantÞ; 16 9 which is the required solution and represents a family of ellipses. EXAMPLE 1.13 Solve dy ¼ ðx þ yÞ2 : dx dz Solution. Substituting z ¼ x þ y, we get dx ¼ 1 þ dy dx. Therefore, the given equation reduces to dz 1 ¼ z2 dx or dz ¼ 1 þ z2 dx or dz ¼ dx: 1 þ z2 Integrating, we get tan1 z ¼ x þ C: 5 dy 2ðx 2y þ Þ ¼ x 2y þ 3: 2 dx Integrating both sides, we have 1 z log j4z þ 11j ¼ 2x þ C: 4 Putting back the value of z, we have 4x þ 8y þ log j4x 8y þ 11j ¼ C: EXAMPLE 1.15 Solve (x þ 2y) (dx – dy) ¼ dx þ dy. Solution. We have ðx þ 2yÞðdx dyÞ ¼ dx þ dy Putting back the value of z, we get tan1 ðx þ yÞ ¼ x þ C: dy dx. or ðx þ 2y 1Þdx ¼ ðx þ 2y þ 1Þdy Hence x þ y ¼ tanðx þ CÞ: EXAMPLE 1.14 Solve ð2x 4y þ 5Þ dy ¼ x 2y þ 3: dx or dy x þ 2y 1 ¼ : dx x þ 2y þ 1 dz Substituting x þ 2y ¼ z, we have 1 þ 2dy dx ¼ dx and so dy 1 dz ¼ 1 : dx 2 dx 1.8 n Engineering Mathematics-II Hence the above equation becomes 1 dz z1 1 ¼ 2 dx zþ1 or dz 3z 1 ¼ : dx zþ1 Separating the variables, we have ðz þ 1Þ dz ¼ dx 3z 1 or or EXAMPLE 1.16 Solve 1 3z 1 þ 4 dz ¼ dx 3 3z 1 ðx2 þ y2 Þdx 2xy dy ¼ 0: Solution. We have 1 4 1þ dz ¼ dx: 3 3z 1 Integrating both sides, we get Z Z 1 4 1þ dz ¼ dx þ C 3 3z 1 or where f (x, y) and (x, y) are homogeneous functions of the same degree in x and y is called an homogeneous equation. A homogeneous differential equation can be dv solved by substituting y ¼ vx. Then dy dx ¼ v þ x dx. dy Putting the value of y and dx in the given equation, we get a differential equation in which variables can be separated. Integration then yields the solution in terms of v, which we replace with yx. 1 4 z þ logð3z 1Þ ¼ x þ C 3 3 or 3z þ 4 logð3z 1Þ ¼ 9x þ k ðconstantÞ ðx2 þ y2 Þdx 2xy dy ¼ 0 and so dy x2 þ y2 ¼ 2xy dx This equation is homogeneous in x and y. So, put dv y ¼ vx. We have dy dx ¼ v þ x dx. Hence (9) becomes vþx or 1.6 HOMOGENEOUS EQUATIONS 2v dv dx ¼ 1 v2 x or dv ¼ dx : x Integrating both sides, we get logð1 vÞ logð1 þ vÞ ¼ log x þ C or logð1 v2 Þ ¼ log x þ C Definition 1.13. A differential equation of the form dy f ðx; yÞ ¼ ; dx ðx; yÞ 1 1 1v 1þv th in which every term is of the n degree, is called a homogeneous function of degree n. dv 1 þ v2 1 v2 v¼ ¼ 2v 2v dx or Definition 1.12. An expression of the form a0 xn þ a1 xn1 y þ a2 xn2 y2 þ . . . þ an yn ; dv x2 þ v2 x2 1 þ v2 ¼ ¼ 2vx2 2v dx or x k 3ðy xÞ þ 2 logð3x þ 6y 1Þ ¼ ¼ K ðconstantÞ: 2 ð9Þ or log x þ logð1 v2 Þ ¼ C Ordinary Differential Equations or log xð1 v Þ ¼ C 2 or y2 ¼C log x 1 x or y2 x 1 2 ¼ C: x Hence x2 y2 ¼ Cx is the general solution of the given differential equation. EXAMPLE 1.17 Solve x Thus x dv pffiffiffiffiffiffiffiffiffiffiffiffi2ffi ¼ 1þv dx and so dv dx pffiffiffiffiffiffiffiffiffiffiffiffiffi ¼ : 2 x 1þv Integrating both sides, we get Z Z dv dx pffiffiffiffiffiffiffiffiffiffiffiffiffi ¼ þC 2 x 1þv or logðv þ pffiffiffiffiffiffiffiffiffiffiffiffiffi 1 þ v2 Þ ¼ log x þ log C ¼ log x C: Hence which is the required solution. EXAMPLE 1.18 Solve ðy2 2xyÞdx ¼ ðx2 2xyÞdy: Solution. The given differential equation can be expressed by dy y2 2xy : ¼ dx x2 2xy Clearly it is a homogeneous equation. Put y ¼ vx so dv that dy dx ¼ vþ x dx. Hence vþx dy v2 x2 2x2 v v2 2v ¼ ¼ 2 : dx x 2x2 v 1 2v or pffiffiffiffiffiffiffiffiffiffiffiffiffiffi dy y þ x2 þ y2 ; ¼ x dx which is homogeneous in x and y. Put y ¼ vx so that dy dv dx ¼ v þ xdx. Hence the equation takes the form pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi dv vx þ x2 þ v2 x2 vþx ¼ dx x ffi pffiffiffiffiffiffiffiffiffiffiffiffi ¼ v þ 1 þ v2 : pffiffiffiffiffiffiffiffiffiffiffiffiffi v þ 1 þ x2 ¼ x C: 1.9 Substituting the value of v, we get rffiffiffiffiffiffiffiffiffiffiffiffiffi y y2 þ 1 þ 2 ¼ x C; x x pffiffiffiffiffiffiffiffiffiffiffiffiffiffi dy ¼ y þ x 2 þ y2 : dx Solution. We have n x Thus dv v2 2v ¼ v: dx 1 2v v2 2v v þ 2v2 ¼ ð1 2vÞ 2 3v 3v : ¼ 1 2v 1 2v dx dv ¼ 2 3v 3v x or 1 2v dx ¼ : 2 3ðv vÞ x Integrating, we get 1 logðv2 vÞ ¼ log x þ C 3 1 y2 y ¼ log x þ C log 2 x 3 x 2 1 y xy ¼ log x þ C log 3 x2 2 y xy log x3 ¼ log C: x2 Hence xðy2 xyÞ ¼ C: 1.10 n Engineering Mathematics-II EXAMPLE 1.19 Solve Now, variables separation yields x 2v dx dv ¼ : 2 1 3v x dy y2 þ ¼ y: dx x Solution. We have dy y2 xy y2 x ¼y ¼ x x dx or dy xy y2 ; ¼ x2 dx which is homogeneous in x and y. Putting y ¼ vx, we dv have dy dx ¼ v þ x dx Hence the equation becomes vþx dy xy y vx v x ¼ ¼ v v2 ¼ x2 x2 dx 2 2 Integrating both sides, we get Z Z 1 6v dx dv ¼ þC 3 1 3v2 x or 1 logð1 3v2 Þ ¼ log x þ C 3 or logð1 3v2 Þ ¼ log x3 þ 3C or log x3 ð1 3v2 Þ ¼ 3C 2 2 or or x dv ¼ v2 dx x 3 3y2 1 2 x ¼K or or xðx2 3y2 Þ ¼ K: dv dx ¼ : v2 x Integrating, we get 1 ¼ log x þ log C: v Putting v ¼ yx, we get x ¼ log x C: y EXAMPLE 1.21 Solve x ð1 þ ex=y dx þ ex=y ð1 Þdy ¼ 0: y Solution. We have ex=y ð1 xyÞ dx : ¼ dy 1 þ ex=y Putting x ¼ vy, we have dx dy ¼ v þ y above equation reduces to EXAMPLE 1.20 Solve ðx2 y2 Þdx ¼ 2xy dy: Solution. We have dy x2 y2 ¼ 2xy dx so that the given equation is homogeneous in x and y. Putting y ¼ vx, the equation takes the form dv x2 v2 x2 1 v2 : ¼ vþx ¼ 2vx2 2v dx Therefore, dv 1 v2 1 v2 2v2 1 3v2 v¼ ¼ : x ¼ 2v 2v 2v dx vþy dv dy and so the dv ev ð1 vÞ ev ðv 1Þ ¼ : ¼ dy 1 þ ev 1 þ ev Hence y dv ev ðv 1Þ v þ ev ¼ v ¼ 1 þ ev dy 1 þ ev and so separation of variable gives 1 þ ev dy dv ¼ : v vþe y Integrating both sides, we get Z Z 1 þ ev dy ¼ þC v vþe y Ordinary Differential Equations n 1.11 We choose h and k such that or logðv þ e Þ ¼ log y þ log k 2h k þ 1 ¼ 0; and h þ 2k 3 ¼ 0: k logðv þ ev Þ ¼ log : y Solving these two equations, we get h ¼ 15, k ¼ 75. Hence dY 2X Y ¼ ; dX X þ 2Y v or Thus k v þ ev ¼ : y which is homogeneous in X and Y. So put Y ¼ vX. Then dv 2X vX 2v ¼ ¼ vþX dX X þ 2vX 1 þ 2v But v ¼ xy. Hence x þ yex=y ¼ k ðconstantÞ: and so 1.7 EQUATIONS REDUCIBLE TO HOMOGENEOUS FORM Equations of the form dy ax þ by þ C ¼ dx a0 x þ b0 y þ C 0 can be reduced, by substitution, to the homogeneous form and then solved. Two cases arise: X Now separation of variables yields 1 þ 2v dX dv ¼ : 2ðv2 þ v 1Þ X Integrating both sides, we get Z Z 1 1 þ 2v dX dv ¼ þC 2 2 v þv1 X (i) If aa0 6¼ bb0 , then the substitution x ¼ X þ h and y ¼ Y þ k, where h and k are suitable constants, makes the given equation homogeneous in X and Y. or (ii) If aa0 ¼ bb0 , then the substitution ax þ by ¼ z serves our purpose. or EXAMPLE 1.22 Solve dv 2v 2v2 2v þ 2 ¼ v¼ : dX 1 þ 2v 1 þ 2v 1 logðv2 þ v 1Þ ¼ log X þ C 2 logðv2 þ v 1Þ ¼ 2 log X þ C ¼ log X2 þ C or log X 2 ðv2 þ v 1Þ ¼ log k dy 2x y þ 1 ¼ : dx x þ 2y 3 Solution. We observe that the condition satisfied in the present case. So, we put x¼X þh and or a a0 6¼ bb0 is X 2 ðv2 þ v 1Þ ¼ k or X2 y ¼ Y þ k: Therefore, dx ¼ dX and dy ¼ dY and the given equation reduces to dY 2ðX þ hÞ ðY þ kÞ þ 1 ¼ dX X þ h þ 2ðY þ kÞ 3 2X Y þ 2h k þ 1 : ¼ X þ 2Y þ h þ 2k 3 Y2 Y þ 1 X2 X ¼k or Y 2 þ YX X 2 ¼ k or 7 yþ 5 2 7 1 1 2 þ yþ ¼k xþ xþ 5 5 5 1.12 n Engineering Mathematics-II or 14 1 2 7 y2 þ xy x2 þ þ yþ þ x¼k 5 5 5 5 or dz 2z þ 2 4z þ 5 ¼ þ1¼ dx 2z þ 3 2z þ 3 or or 2z þ 3 dz ¼ dx: 4z þ 5 y2 þ xy x2 þ 3y þ x ¼ k: EXAMPLE 1.23 Solve Integrating both sides, we have Z Z 2z þ 3 dz ¼ dx þ C 4z þ 5 dy 2x þ 3y þ 4 ¼ : dx 4x þ 6y þ 5 or ¼ is satisfied Solution. in the present case. Hence put 2x þ 3y ¼ z so that dz 2 þ 3dy dx ¼ dx . Hence the given equation reduces to dz 7z þ 22 ¼ dx 2z þ 5 or 2z þ 5 dz ¼ dx 7z þ 22 We note that the condition aa0 b b0 Integrating both Z sides, we getZ 2z þ 5 dz ¼ dx þ C 7z þ 22 or 2 9 z logð7z þ 22Þ ¼ x þ C: 7 49 Substituting z ¼ 2x þ 3y, we get 14ð2x þ 3yÞ 9 logð14x þ 21y þ 22Þ ¼ 49x þ C or 21x 42y þ 9 logð14x þ 21y þ 22Þ ¼ C EXAMPLE 1.24 Solve ðx þ 2y þ 1Þ dx ¼ ð2x þ 4y þ 3Þdy: Solution. We have dy x þ 2y þ 1 ax þ by þ C : ¼ ¼ dx 2x þ 4y þ 3 a0 x þ b0 y þ C We observe that aa0 ¼ bb0 ¼ 12. So we put x þ 2y ¼ z dz=dx1 dy dz . The given and have 1 þ 2dy dx ¼ dx. Then dx ¼ 2 equation now reduces to ðdz=dxÞ 1 zþ1 ¼ 2 2z þ 3 Z 1 1 þ dz ¼ 2 2ð4z þ 5Þ Z dx þ C or 1 1 z þ logð4z þ 5Þ ¼ x þ C 2 8 or 4z þ logð4z þ 5Þ ¼ 4x þ k ðconstantÞ or 4ðx þ 2yÞ þ logð4x þ 8y þ 5Þ ¼ 8x þ k or 1.8 4ð2y xÞ þ logð4x þ 8y þ 5Þ ¼ k: LINEAR DIFFERENTIAL EQUATIONS Definition 1.14. A differential equation is said to be linear if the dependent variable and its derivatives occur in the first degree and are not multiplied together. Thus a linear differential equation is of the form dy þ Py ¼ Q, where P and Q are functions of x only dx or dx þ Px ¼ Q, where P and Q are funtions of y only: dy A linear differential equation of the first order is called Leibnitz’s linear equation. To solve the linear differential equation dy þ Py ¼ Q; ð10Þ R dx Pdx we multiply both sides by e and get R R R dy Pdx Pdx þ Pye ¼ Q e Pdx ð11Þ e dx n Ordinary Differential Equations But d ðy e dx R Pdx Þ¼ dy e dx R Pdx þ P ye R Solution. The given equation can be expressed as Pdx dx x tan1 y ¼ þ dy 1 þ y2 1 þ y2 : Hence (11) reduces to R R d ðy e Pdx Þ ¼ Q e Pdx ; dx which an integration yields Z R R y e Pdx ¼ Q e Pdx dx þ C; as the required solution. R Pdx and so is Leibnitz’s linear equation in x. Comparing tan1 y 1 with dx dy þ Px ¼ Q, we get P ¼ 1þy2 and Q ¼ 1þy2 . Therefore R 1 R 1 dy P dy ¼ e 1þy2 ¼ etan y : I:F: ¼ e Hence the solution of the differential equation is xetan The factor e is called an integrating factor (I.F.) of the differential equation. 1 Z y ¼ Z ¼ EXAMPLE 1.25 Solve tan1 y tan1 y e dy þ C 1 þ y2 t et dt þ C; tan1 y ¼ t ¼ t et et þ C dy ðx þ 2y3 Þ ¼ y: dx ¼ ðtan 1 ðintegration by partsÞ y 1Þ etan 1 y þ C: Hence 1 Solution. The given differential equation can be written as dx y ¼ x þ 2y3 dy or dx y x ¼ 2y3 dy or dx 1 x ¼ 2y2 : dy y 1 Comparing with dx dy þ Px ¼ Q, we have P ¼ – y and Q ¼ 2y4. The integrating factor is R R 1 1 I:F: ¼ e P dy ¼ e y dy ¼ e log y ¼ elog y ¼ y1 : Therefore, the solution of the differential equation is Z xy1 ¼ ð2y2 Þy1 dy þ C Z ¼ 2y dy þ C ¼ y2 þ C: EXAMPLE 1.26 Solve x ¼ tan1 y 1 þ C e tan dx ¼ tan1 y x: dy y : EXAMPLE 1.27 Solve sin 2x dy ¼ y þ tan x: dx Solution. We have dy 1 tan x sin x 1 ¼ sec2 x: y¼ ¼ 2 dx sin 2x sin 2x 2 cos x sin x 2 Thus, the given equation is linear in y. Now R 1 I:F: ¼ e cosec 2x dx ¼ e2 log tan x ¼ elogðtan xÞ 1=2 ¼ ðtan xÞ1=2 : Hence, the solution of the given differential equation is Z 1 1 2 sec xðtan xÞ1=2 dx þ C yðtan xÞ2 ¼ 2 Z 1 ¼ ðsec2 xÞ ðtan xÞ1=2 dx þ C 2 1 ðtan xÞ2þ1 þC ¼ 2 12 þ 1 1 ð1 þ y2 Þ 1.13 ¼ ðtan xÞ1=2 þ C; 1.14 n Engineering Mathematics-II which can be expressed as pffiffiffiffiffiffiffiffiffiffi y ¼ tan x þ C tan x: 1.9 EQUATIONS REDUCIBLE TO LINEAR DIFFERENTIAL EQUATIONS Definition 1.15. An equation of the form dy ð12Þ þ Py ¼ Qyn ; dx where P and Q are functions of x is called Bernoulli’s equation. The Bernoulli’s equation can be reduced to Leibnitz’s differential equation in the following way: Divide both sides of (12) by yn to get dy yn þ P y1n ¼ Q ð13Þ dx Put y1–n ¼ z to give dy dz ð1 nÞyn ¼ dx dx or dy 1 dz : yn ¼ dx 1 n dx Hence (13) reduces to 1 dz þ Pz ¼ Q 1 n dx or dz þ Pð1 nÞz ¼ Qð1 nÞ; dx which is Leibnitz’s linear equation in z and can be solved by finding the appropriate integrating factor. EXAMPLE 1.28 Solve dy þ x sin 2y ¼ x2 cos2 y: dx Solution. Dividing throughout by cos2 y, we have dy 2x sin y cos y ¼ x2 sec2 y þ dx cos2 y or sec2 y dy þ 2x tan y ¼ x3 : dx dz Putting tan y ¼ z, we have sec2 y dy dx ¼ dx. Hence, the given equation reduces to dz ð14Þ þ 2xz ¼ x3 ; dx which is Leibnitz-equation in z and x. The integrating factor is given by R R 2 I:F: ¼ e Pdx ¼ e 2x dx ¼ ex : Hence solution of the equation (14) is Z Z 2 2 2 zex ¼ x3 ex dx þ C ¼ xðx2 ex Þdx þ C Z Z 1 1 2 x2 ¼ 2xðx e Þdx þ C ¼ tet dt þ C; x2 ¼ t 2 2 1 2 ¼ ðx2 1Þex þ C 2 Putting back the value of z, we get 1 2 2 tan y ex ¼ ðx2 1Þ ex þ C 2 or 1 2 tan y ¼ ðx2 1Þ þ C ex : 2 EXAMPLE 1.29 Solve dy þ y ¼ xy3 : dx Solution. Dividing throughout by y3, we get dy y3 þ y2 ¼ x: dx –2 dz Put y ¼ z. Then dx ¼ 2y3 dy dx and, therefore, the above differential equation reduces to 1 dz þz¼x 2 dx or dz 2z ¼ 2x; dx which is Leibnitz’s equation in z. We have R I:F: ¼ e 2 dx ¼ e2x : Therefore, the solution of the equation in z is Z 1 z e2x ¼ 2x:e2x dx þ C ¼ e2x ð2x þ 1Þ þ C 2 Ordinary Differential Equations or 1 z ¼ x þ þ C e2x 2 or 1 y2 ¼ x þ þ C e2x : 2 EXAMPLE 1.30 Solve x dy þ y ¼ x3 y6 : dx Solution. Dividing throughout by y6, we have dy y5 ¼ x2 : y6 þ x dx dz Putting y–5 ¼ z, we have – 5y6 dy dx ¼ dx and so the preceeding equation transfers to 1 dz z þ ¼ x2 5 dx x 1.15 For example, the differential equation y2 dx þ 2xy dy ¼ 0 is an exact equation because it is the total differential of U(x, y) ¼ xy2. In fact the coefficient of dy is 2 @F @y (xy ) ¼ 2xy. The following theorem tells us whether a given differential equation is exact or not. Theorem 1.3. A necessary and sufficient condition for the differential equation Mdx þ N dy ¼ 0 to be exact is @M @N ¼ ; @y @x where M and N are functions of x and y having continuous first order derivative at all points in the rectangular domain. Proof: (1) Condition is necessary. Suppose that the differential equation Mdx þ Ndy ¼ 0 is exact. Then there exists a function U(x, y) such that M dx þ N dy ¼ d U: or But, in term of partial derivatives, we have dz 5z ¼ 5x2 : dx x dU ¼ Now R1 I:F: ¼ e5 x dx ¼ e5 log x ¼ x5 : Therefore, the solution the above differential equation in z is Z z:x5 ¼ n @U @U dx þ dy: @x @y Therefore, M dx þ N dy ¼ 5x2 x5 dx þ C @U @U dx þ dy: @x @y Equating coefficients of dx and dy, we get or y6 :x5 ¼ 5 Z x3 dx þ C ¼ 5 2 x þC 2 or 1 ¼ ð10 þ Cx2 Þx3 y5 : 1.10 @U @x and N¼ @M @2U ¼ @y @y @x and @N @2U ¼ : @x @x @y M¼ @U : @y Now EXACT DIFFERENTIAL EQUATION Definition 1.16. A differential equation of the form Mðx; yÞdx þ N ðx; yÞdy ¼ 0 Since partial derivatives of M and N are continuous, we have is called an exact differential equation if there exists a function U U ðx; yÞ of x and y such that M(x, y)dx þ N(x, y) dy ¼ d U. Thus, a differential eqution of the form Mðx; yÞdx þ N ðx; yÞdy ¼ 0 is an exact differential equation if Mdx þ Ndy is an exact differential. Hence @2U @2U ¼ : @y @x @x @y @M @N ¼ : @y @x 1.16 n Engineering Mathematics-II (2) Condition is sufficient. Suppose that M and N satisfy @M @N ¼ : @y @x Let 1.11 THE SOLUTION OF EXACT DIFFERENTIAL EQUATION In the proof of Theorem 1.3, we note that if M dx þ N dy ¼ 0 is exact, then Z M dx þ N dy ¼ dðU þ Z M dx ¼ U ; where y is treated as a constant while integrating M. Then Z @ @U M dx ¼ @x @x or M¼ @U : @x Therefore, @M @2U ¼ @y @y @x Therefore, f ð yÞdyÞ: Z dðU þ f ð yÞ dyÞ ¼ 0 or dU þ f ð yÞdy ¼ 0 Integrating, we get the required solution as Z U þ f ð yÞ dy ¼ CðconstantÞ or Z Z M dx þ f ðyÞ dy ¼ C y constant and so @M @2U @N ¼ ¼ : @y @y @x @x Also, by continuity of partial derivatives, @2U @2U ¼ : @y @x @x @y Thus @M @2U ¼ @y @y @x and @N @2U ¼ : @x @x @y @ U Integrating both sides of @N @x ¼ @x @y with respect to x, we get @U N¼ þ f ðyÞ: @y Thus, @U @U dx þ þ f ð yÞ dy Mdx þ Ndy ¼ @x @y @U @U ¼ dx þ dy þ f ð yÞdy @x @y ¼ d U þ f ð yÞdy Z ¼ d½U þ f ð yÞdy 2 Thus, M dx þ N dy is the exact differential of U þ R f ðyÞ dy and, hence, the differential equation M dx þ N dy ¼ 0 is exact. or Z Z M dx þ ðterms of N not containing xÞdy ¼ C: y constant EXAMPLE 1.31 Solve ð2x cos y þ 3x2 yÞdx þ ðx3 x2 sin y yÞdy ¼ 0 Solution. Comparing with M dx þ N dy ¼ 0, we get M ¼ 2x cos y þ 3x2 y; N ¼ x3 x2 sin y y: Then @M @N ¼ 2x sin y þ 3x2 ¼ : @y @x Hence the given equation is exact. Therefore, the solution of the equation is given by Z Z M dx þ ðterms of N not containing xÞdy ¼ C y constant or Z Z ð2x cos y þ 3x yÞdx þ 2 y constant ydy ¼ C Ordinary Differential Equations or or y2 x2 cos y þ x3 y ¼ C: 2 or Solution. Comparing with Mdx þ Ndy ¼ 0, we observe that or M ¼ 2xy þ y tan y; and Therefore, @M ¼ 2x sec2 y þ 1; @y Z x dx þ dx ¼ 0 Z y cos t dtx2 y þ x ¼ C; x2 ¼ t y sin x2 x2 y þ x ¼ C: @N ¼ 2x tan2 y: @x Solution. The given differential equation is @N @x Comparing with M dx þ N dy ¼ 0, we get ðy cos x þ sin y þ yÞdx þ ðsin x þ x cos y þ xÞdy ¼ 0 Hence, ¼ and so the equation is exact. Its solution is given by Z Z ð2xy þ y tan yÞ dx þ sec2 y dy ¼ C y constant M ¼ y cos x þ sin y þ y; N ¼ sin x þ x cos y þ x; and so or @M ¼ cos x þ cos y þ 1; @y @N ¼ cos x þ cos y þ 1: @x x2 y þ xy x tan y þ tan y ¼ C: EXAMPLE 1.33 Solve ð2xy cos x 2xy þ 1Þ dx þ ðsin x x Þ dy ¼ 0: 2 2 2 Solution. Comparing with M dx þ N dy ¼ 0, we note that M ¼ 2xy cos x2 2xy þ 1; N ¼ sin x2 x2 : Then @M @N ¼ 2x cos x2 2x; ¼ 2x cos x2 2x: @y @y @N Thus @M @y ¼ @x and, therefore, the given equation is exact. The solution of the given equation is Z Z ð2xy cos x2 2xy þ 1Þ dx þ 0 dy ¼ C y constant 1.17 EXAMPLE 1.34 Solve dy y cos x þ sin y þ y þ ¼ 0: dx sin x þ x cos y þ x N ¼ x2 x tan2 y þ sec2 y: @M @y 2x cos x dx 2y 2 y EXAMPLE 1.32 Solve ð2xy þ y tan yÞdx þ ðx2 x tan2 y þ sec2 yÞdy ¼ 0: Z Z n Therefore, the given equation is exact and its solution is Z Z ðy cos x þ sin y þ yÞ dx þ 0 dy ¼ C y constant or y sin x þ x sin y þ xy ¼ C: EXAMPLE 1.35 Solve ðsec x tan x tan y ex Þdx þ sec x sec2 y dy ¼ 0: Solution. Comparing with M dx þ N dy ¼ 0, we have M ¼ sec x tan x tan y ex ; N ¼ sec x sec2 y: 1.18 n Engineering Mathematics-II Therefore, @M ¼ sec x tan x sec2 y; @y @N ¼ sec x tan x sec2 y: @x Hence the equation is exact and its solution is given by Z Z x ðsec x tan x tan y e Þ dx þ 0 dx ¼ C Solution. Comparing the given differential equation with Mdx þ Ndy ¼ 0, we get M ¼ ax þ hy þ g; N ¼ hx þ by þ f ; @M @N ¼ h; ¼ h: @y @x Hence the given differential equation is exact and its solution is Z Z ðax þ hy þ gÞdx þ ðby þ f Þdy ¼ C y constant or y constant Z or sec x tan x dx ex ¼ C tan y or tan y sec x ex ¼ 0 EXAMPLE 1.36 Solve a x2 y2 þ hyx þ gx þ b þ fy ¼ C 2 2 or ax2 þ bx2 þ 2hxy þ 2gx þ 2fy þ k ¼ 0; which represents a family of conics. x ð1 þ ex=y Þ dx þ ex=y ð1 Þ dy ¼ 0: y Solution. Comparing with M dx þ N dy ¼ 0, we get x x=y x=y N¼e 1 ; M¼1þe ; y @M x x ¼ ex=y 2 ¼ 2 ex=y ; @y y y @N x 1 x x=y 1 x=y ¼e 1 þe ¼ 2 ex=y : @x y y y y Hence the given differential equation is exact and its solution is Z Z ð1 þ ex=y Þdx þ 0 dx ¼ C y constant 1.12 EQUATIONS REDUCIBLE TO EXACT EQUATION Differential equations which are not exact can sometimes be made exact on multiplying by a suitable factor called an integrating factor. The integrating factor for Mdx þ Ndy ¼ 0 can be found by the following rules: 1. If Mdx þ Ndy ¼ 0 is a homogeneous equation in x and y, then 1 MxþNy is an inte- grating factor, provided Mx þ Ny 6¼ 0. 2. If the equation Mdx þ Ndy ¼ 0 is of the 1 form f (xy)y dx þ (xy)x dy ¼ 0, then MxNy is an integrating factor, provided Mx – Ny 6¼ 0. 3. Let M dx þ N dy ¼ 0 be a differential or xþy e x=y ¼ C: EXAMPLE 1.37 Show that the differential equation ðax þ hy þ gÞdx þ ðhx þ by þ f Þdt ¼ 0 is the differential equation of a family of conics. equation. If ð@M=@yÞð@N=@xÞ N is R a function of x only, say f (x), then e f ðxÞ dx is an integrating factor. 4. Let M dx þ N dy ¼ 0. If ð@N =@xÞð@M=@yÞ M R is a function of y only, say f ( y), then e is an integrating factor. f ðyÞ dy Ordinary Differential Equations 5. For the equation 0 0 xa yb ðmydxþnxdyÞþxa yb ðm0 ydxþn0 xdyÞ ¼ 0 the integrating factor is xh yk, where h and k are such that aþhþ1 bþk þ1 ¼ ; m n a0 þhþ1 b0 þk þ1 ¼ : m0 n0 EXAMPLE 1.38 Solve y dx x dy þ log x dx ¼ 0: Solution. The given equation is not exact. Dividing by x2, we get y x dy 1 dx 2 þ 2 log x dx ¼ 0 2 x x x or ydx xdy 1 þ 2 log x dx ¼ 0 x2 x or Z y 1 log x dx ¼ 0 d þd x x2 or Z d 1 y log xdx 2 x x ¼0 Thus x12 is an integrating factor and on integration, we get the solution as Z 1 y log x dx ¼ C x2 x On integration by parts, we have Z log x 1 y þ dx ¼ C þ : x x2 x or 1 1 y log x ¼ C þ : x x x EXAMPLE 1.39 Solve a2 ðx dy y dxÞ xdx þ ydy ¼ : x 2 þ y2 Solution. We know that y x dy y dx : d tan1 ¼ x x2 þ y2 n 1.19 Therefore, the given differential equation is y xdx þ ydy a2 d tan1 x Integrating, we get x2 y2 y þ a2 tan1 ¼ C 2 2 x or y x2 þ y2 2a2 tan1 ¼ k ðconstantÞ: x EXAMPLE 1.40 Solve x dy y dx þ aðx2 þ y2 Þ dx ¼ 0: Solution. Dividing throughout by x2 þ y2, we get x dy y dx 2 þ a dx ¼ 0 2 2 x þy x þ y2 or x dy y dx þ adx ¼ 0 x2 þ y2 or y d tan1 þ adx ¼ 0: x Integrating, we get y tan1 þ ax ¼ C: x EXAMPLE 1.41 Solve ðx2 y 2xy2 Þdx ¼ ðx3 3x2 yÞdy ¼ 0: Solution. The given equation is homogeneous. Comparing it with M dx þ N dy ¼ 0, we have M ¼ x2 y 2xy2 ; N ¼ x3 þ 3x2 y; @M @N ¼ x2 4xy; ¼ 3x2 þ 6xy: @y @x Therefore, @M @y 6¼ not exact. Further @N @x and so the given equation is Mx þ Ny ¼ x3 y 2x2 y2 x3 y þ 3x2 y2 ¼ x2 y2 6¼ 0: 1 ¼ x21y2 . Hence the integrating factor is MxþNy 1 Multiplying the given equation by x2 y2 , we have 1 2 x 3 dx dy ¼ 0 ð15Þ y x y2 y 1.20 n Since @ @y Engineering Mathematics-II 1 2 y x ¼ @ @x x 3 y2 y ¼ 1 ; y2 the equation (15) is exact and so its solution is Z Z 1 2 3 dx dy ¼ C y x y y constant or x 2 log x þ 3 log y ¼ C: y EXAMPLE 1.42 Solve y dx þ 2x dy ¼ 0: Solution. The given equation is of type Mdx þNdy ¼ 0 and is homogeneous. Further Solution. The given equation is homogeneous and comparing with Mdx þ N dy ¼ 0, we get M ¼ x2 y; N ¼ x3 y3 : Then Mx þ Ny ¼ x3 y x3 y y4 ¼ y4 6¼ 0: Thus the integrating factor is y1 4 . Multiplying the given differential equation throughout by – y14 , we get 1 1 4 x2 ydx þ 4 ðx3 þ y3 Þdy ¼ 0 y y or 3 x2 x 1 þ dy ¼ 0; 3 dx þ y y4 y which is exact. Hence the required solution is Z Z 1 1 2 dy ¼ C 3 x dx þ y y M ¼ y; N ¼ 2x; @M @N @M @N ¼ 1; ¼ 2; 6¼ : @y @x @y @x Thus the equation is not exact. But Mx þ N y ¼ xy þ 2xy ¼ 3xy 6¼ 0: EXAMPLE 1.44 Solve 1 is the integrating factor. Multiplying Therefore, 3xy 1 , we get the given equation throughout by 3xy 1 2x y dx þ dy ¼ 0 3xy 3xy or 1 2 dx þ dy ¼ 0: 3x 3y The solution is Z Z 1 1 2 1 dx þ dy ¼ C 3 x 3 y or 1 2 log x þ log y ¼ C 3 3 or log xy2 ¼ k ¼ log p or yðxy þ 2x2 y2 Þ dx þ xðxy x2 y2 Þ dy ¼ 0: Solution. The given differential equation is of the form f ðxyÞydx þ ðxyÞxdy ¼ 0: Also comparing with M dx þ Ndy ¼ 0, we get M ¼ yðxy þ 2x2 y2 Þ; N ¼ xðxy x2 y2 Þ: Therefore, Mx Ny ¼ 3x3 y3 6¼ 0: Thus, 3x13 y3 is the integrating factor. Multiplying throughout by 3x13 y3 , we have 1 1 ðyðxyþ2x2 y2 ÞÞdxþ 3 3 ½xðxyx2 y2 Þdy ¼ 0: 3 3 3x y 3x y or xy ¼ p ðconstantÞ: 2 EXAMPLE 1.43 Solve Since x2 y dx ðx3 þ y3 Þ dy ¼ 0: x3 þ log y ¼ C: 3y3 1 2 þ 3x2 y 3x 1 1 dx þ x dy ¼ 0: 3xy2 3y @ 1 2 @ 1 1 þ ¼ ; @y 3x2 y 3x @x 3xy2 3y Ordinary Differential Equations the above equation is exact and its solution is Z Z 1 2 1 þ dx þ dy ¼ C 3x2 y 3x 3y n 1.21 EXAMPLE 1.46 Solve ðx2 y2 þ xy þ 1Þ y dx þ ðx2 y2 xy þ 1Þ x dy ¼ 0: y constant or 1 2 1 þ log x log y ¼ C 3xy 3 3 or 1 þ 2 log x log y ¼ k ðconstantÞ: xy Solution. The given differential equation is of the form f ðxyÞydx þ ðxyÞxdx ¼ 0: Moreover, comparing the given equation with M dx þ N dy ¼ 0, we get M ¼ x2 y3 þ xy2 þ y; N ¼ x3 y2 x2 y þ x: Therefore Mx Ny ¼ x3 y3 þ x2 y2 þ xy x3 y3 þ x2 y2 xy EXAMPLE 1.45 Solve ð1 þ xyÞ y dx þ ð1 xyÞ x dy ¼ 0: Solution. The given differential equation is of the form f ðxyÞ ydx þ ðxyÞ x dy ¼ 0: Comparing with M dx þ Ndy ¼ 0, we have M ¼ y þ xy2 ; N ¼ x x2 y: Therefore, ¼ 2x2 y2 6¼ 0: Therefore, the integrating factor is 2x12 y2 . Multiplying the given differential equation throughout by 2x12 y2 , we get 1 ðx2 y3 þ xy2 þ yÞ dx 2x2 y2 1 þ ðx3 y2 x2 y þ xÞ dy ¼ 0 2x2 y2 or y 1 1 1 1 1 þ þ 2 dx þ x þ 2 dy ¼ 0; 2 2x 2x y 2 y xy Mx Ny ¼ 2x2 y2 6¼ 0: Therefore, the integrating factor is 2x12 y2 . Multiplying the given differential equation throughout by 2x12 y2 , we get 1 1 ðy þ xy2 Þdx þ 2 2 ðx x2 yÞ ¼ 0 2 2 2x y 2x y which is exact. Hence the solution of the equation is Z Z y 1 1 1 1 dx þ þ þ dy ¼ C 2 2x 2x2 y 2 y or or 1 1 þ 2 2x y 2x 1 1 dx þ 2 2xy 2y dy ¼ 0: We note that this equation is exact. Hence its solution is Z Z 1 1 1 þ dx þ dy ¼ C 2x2 y 2x 2y y constant or y constant 1 1 1 1 þ log x log y ¼ C 2y x 2 2 or x 1 ¼ k ðconstantÞ: log y xy xy 1 1 1 þ log x log y ¼ k 2 2 2yx 2 or xy 1 x þ log ¼ k ðconstantÞ: xy y EXAMPLE 1.47 Solve yð2xy þ 1Þ dx þ xð1 þ 2xy x3 y3 Þdy ¼ 0: Solution. The differential equation in question is of the form f ðxyÞydx þ ðxyÞxdy ¼ 0: 1.22 n Engineering Mathematics-II Further comparing the given equation with M dx þ N dy ¼ 0, we get M ¼ 2xy2 þ y; N ¼ x þ 2x2 y x4 y3 : R Therefore, e 1 dx ¼ ex is the integrating factor. Multiplying the given differential equation throughout by ex, we get ðx2 þ y2 þ 2xÞex dx þ 2yex dy ¼ 0; Therefore, Mx Ny ¼ 2x2 y2 þ xy xy 2x2 y2 x4 y4 ¼ x4 y4 : Thus the integrating factor is x14 y4 . Multiplying the given differential equation throughout by x41y4 , we get 1 1 ð2xy2 þ yÞdx 4 4 ðx þ 2x2 y x4 y3 Þ dy ¼ 0: x4 y4 x y or 2 1 1 2 1 3 2 4 3 dx þ 3 4 2 3 þ dy ¼ 0; x y x y x y x y y which is exact. Hence the required solution is Z Z ðx2 þ y2 þ 2xÞ ex dx þ 0 dy ¼ C; y constant which yield ðx2 þ y2 Þ ex ¼ C: EXAMPLE 1.49 Solve 1=3 ðxy2 ex Þdx x2 y dy ¼ 0: Solution. Comparing the given equation with M dx þ N dy ¼ 0, we get 1=3 which is exact. Hence the solution of the equation is Z Z 2 1 1 dx þ dy ¼ C 3 2 4 3 x y x y y y constant M ¼ xy2 ex ; N ¼ x2 y; @M @N ¼ 2xy; ¼ 2xy: @y @x Therefore, @M @y or 1 1 þ 3 3 þ log y ¼ C: 2 2 x y 3x y @N @x N 2xy ð2xyÞ 4 ¼ ; x2 y x R ¼ EXAMPLE 1.48 Solve ðx2 þ y2 þ 2xÞ dx þ 2y dy ¼ 0: which is a function of x only. Hence e x dx ¼ e4 log x ¼ x14 is the integrating factor. Multiplying the equation throughout by x14 , we get 2 y 1 x1=3 y dx 2 dy ¼ 0; e 3 4 x x x Solution. Comparing the given equation with Mdx þ Ndy ¼ 0, we get which is exact. The required solution is, therefore, Z 2 y 1 x1=3 dx ¼ C e x3 x4 y constant M ¼ x2 þ y2 þ 2x; N ¼ 2y or which gives @M @N ¼ 2y; ¼ 0: @y @x @N @x N 2y ¼ ¼ 1 ¼ x0 ðfunction of xÞ: 2y Z or y2 1 2þ 2x 3 Thus the equation is not exact. We have @M @y y2 1 þ 2x2 3 3 x1=3 e dx ¼ C x4 Z or 1 et dt ¼ C; t ¼ x3 : y2 1 þ et ¼ C 2x2 3 4 Ordinary Differential Equations or 2 3y 1=3 þ 2ex ¼ k ðconstantÞ: 2 2x Solution. Comparing with M dx þ N dy ¼ 0, we get M ¼ xy3 þ y; @M ¼ 3xy2 þ 1; @y @M @y N ¼ 2x2 y2 þ 2x þ 2y4 ; @N ¼ 4xy2 þ 2: @x @N @x @M @y @N @M @x @y ¼ xy2 þ1 yðxy2 þ1Þ ¼ ðfunctionof y aloneÞ: M R1 Hence, the integrating factor is e y dy ¼ elog y ¼ y. Multiplying the given equation throughout by y, we get 1 y yðxy3 þ yÞdx þ 2yðx2 y2 þ x þ y4 Þdy ¼ 0 2 2 3 or y constant 2 4x y þ 2 dx þ x þ 2y 3 dy ¼ 0; y y which is exact. The solution of the given differential equation is, therefore, Z Z 2 y þ 2 dx þ 2y dy ¼ 0 y y constant or 2 y þ 2 x þ y2 ¼ C: y 5 which is exact. Therefore, its solution is Z Z ðxy4 þ y2 Þdx þ y5 dy ¼ C 3y3 6 3ðy2 þ 2Þ 3 ¼ ¼ ; 4 3 y þ 2y yðy þ 2Þ y 1 4 1 ðy þ 2yÞdx þ 3 ðxy3 þ 2y4 4xÞdy ¼ 0 3 y y ðxy þ y Þdx þ ð2x y þ 2xy þ y Þdy ¼ 0; 4 ¼ which is a function ofR y alone. Therefore, the inte3 grating factor is e y dy ¼ e3 log y ¼ y3 ¼ y13 . Multiplying the given differential equation throughout by y13 , we get @N @x , Since 6¼ the equation is not exact. It is also not homogeneous. It is also not of the form f (x y) y dx þ (x y)x dy ¼ 0. We note that 1.23 which shows that the given equation is not exact. Further, M EXAMPLE 1.50 Solve ðxy3 þ yÞdx þ 2ðx2 y2 þ x þ y4 Þ dy ¼ 0: n EXAMPLE 1.52 Solve yðxy þ 2x2 y2 Þdx þ xðxy x2 y2 Þdy ¼ 0: or x2 y4 y6 þ xy2 þ ¼ C: 2 6 EXAMPLE 1.51 Solve ðy4 þ 2yÞdx þ ðxy3 þ 2y4 4xÞdy ¼ 0: Solution. The given differential equation is neither homogeneous nor is of the type f (x y) y dx þ (x y) x dy ¼ 0. Comparing with Mdx þ Ndy ¼ 0, we get M ¼ y4 þ 2y; N ¼ xy3 þ 2y4 4x: Therefore, @M ¼ 4y3 þ 2; @y Solution. The given equation can be written as xyð ydx þ xdyÞ þ x2 y2 ð2ydx xdyÞ ¼ 0: Comparing it with 0 0 xa yb ðmydx þ nxdyÞ þ xa yb ðm0 y dx þ n0 x dyÞ ¼ 0; we note that a ¼ b ¼ 1, a0 ¼ b0 ¼ 2, m ¼ n ¼ 1 and m0 ¼ 2, n0 ¼ –1. Then the integrating factor is xhyk, where aþhþ1 bþkþ1 ¼ ; m n a0 þ h þ 1 b0 þ k þ 1 ¼ ; m0 n0 that is, @N ¼ y3 4; @x hþ2 kþ2 ¼ ; 1 1 3þh 3þk ¼ 2 1 1.24 n Engineering Mathematics-II or h þ 2 ¼ k þ 2; 3 k ¼ 6 þ 2k or h k ¼ 0; h þ 2k ¼ 9: Solving for h and k, we get h ¼ k ¼ –3. Hence, the integrating factor is x31y3 . Multiplying throughout by 1 x3 y3 , we get 1 2 1 1 þ dx þ dy ¼ 0; x2 y x xy2 y which is exact. Therefore, the solution is Z Z 1 2 1 þ dx þ dy ¼ C 2 x y x y y constant or Solving for h and k, we get h ¼ 52 k ¼ 12. Hence, x5=21y1=2 is the integrating factor. Multiplying the given differential equation by x5=21y1=2 , we get ðx5=2 y3=2 þ 2x1=2 y1=2 Þdx þ ð2x1=2 y1=2 þ 2x3=2 y1=2 Þdy ¼ 0; which is exact. Therefore, the required solution is Z Z 5=2 3=2 1=2 1=2 ðx y þ 2x y Þdx þ 0 dy ¼ 0 y constant or 2 y3=2 x3=2 þ 4y1=2 x1=2 ¼ C 3 or y3=2 x3=2 þ 6x1=2 y1=2 ¼ C 1 1 þ 2 log x log y ¼ C y x or pffiffiffiffiffi y3=2 6 xy ¼ C: x or 1 þ 2 log x log y ¼ C: xy EXAMPLE 1.53 Solve EXAMPLE 1.54 Solve ð3xy 2ay2 Þ þ ðx2 2axyÞ dy ¼ 0: Solution. The given equation can be written as ðy þ 2x yÞ dx þ ð2x xyÞ dy ¼ 0: 2 2 3 xy0 ð3ydx þ xdyÞ þ yx0 ð2aydx 2axdyÞ ¼ 0: Comparing this with Solution. The given equation can be written as x yðy dx x dyÞ þ x y ð2y dx þ 2x dyÞ ¼ 0: 0 2 0 Comparing this with 0 0 we get a ¼ 1; b ¼ 0; 0 xa yb ðmydx þ nxdyÞ þ xa yb ðm0 ydx þ n0 xdyÞ ¼ 0; we get a ¼ 0; b ¼ 1; a0 ¼ 2; b0 ¼ 0; m ¼ 1; n ¼ 1; m0 ¼ 2; n0 ¼ 2: Then the integrating factor is xhyk, where a þ h þ 1 b þ k þ 1 a0 þ h þ 1 b0 þ k þ 1 ¼ ; ¼ ; m n m0 n0 or hþ1 2þk 3þh kþ2 ¼ ; ¼ 1 1 2 2 or h þ k ¼ 3 and 2h 2k ¼ 4: 0 xa yb ðmydx þ nxdyÞ þ xa yb ðm0 ydx þ n0 xdyÞ ¼ 0; a0 ¼ 0; b0 ¼ 1; m ¼ 3; n ¼ 1; m0 ¼ 2a; n0 ¼ 2a: Then the integrating factor is xh yk, where a þ h þ 1 b þ k þ 1 a0 þ h þ 1 b0 þ k þ 1 ¼ ; ¼ m m m0 n0 or 2þh kþ1 hþ1 kþ2 ¼ ; ¼ 3 1 2a 2a or h 3k ¼ 1; h k ¼ 1: Thus h ¼ 1, k ¼ 0. Therefore, the integrating factor is x. Multiplying the given differential equation Ordinary Differential Equations throughout by x, we get ð3x2 y 2axy2 Þdx þ ðx3 2ax2 yÞdy ¼ 0: @M @y ð2x3=7 y5=7 þ x11=7 y12=7 Þdx ðx10=7 y12=7 3x4=7 y10=7 Þdy ¼ 0: This transformed equation is exact and its solution is Z ð2x3=7 y5=7 þ x11=7 y12=7 Þ dx ¼ C @N @x ¼ and so the transformed equation is Hence exact. The required solution is Z Z ð3x2 y 2axy2 Þdx þ 0 dy ¼ 0 y constant y constant or 7 10=7 5=7 7 4=7 12=7 x y ¼ C: x y 5 4 1.13 or yx3 ax2 y2 ¼ C: EXAMPLE 1.55 Solve ð2x2 y2 þ yÞdx þ ðx3 y þ 3xÞ dy ¼ 0: Solution. Comparing the given differential equation with Mdx þ Ndy ¼ 0, we get M ¼ 2x2 y2 þ y; N ¼ x3 y þ 3x; @M ¼ 4x2 y þ 1; @y APPLICATIONS OF FIRST ORDER AND FIRST DEGREE EQUATIONS The aim of this section is to form differential equations for physical problems like flow of current in electric circuits, Newton law of cooling, heat flow and orthogonal trajectories, and to find their solutions. (A) Problems Related to Electric Circuits Consider the RCL circuit shown in the Figure 1.3 and consisting of resistance, capacitor, and inductor connected to a battery. @N ¼ 3 3x2 y: @x @N Since @M @y 6¼ @x , the given equation is not exact. However, the given equation can be written in the form x2 yð2ydx xdyÞ þ x0 y0 ðydx þ 3xdyÞ ¼ 0: 1.25 y–19/7. Multiplying the given equation throughout by x–11/7 y–19/7, we get Let 2 2 3 2 Then M ¼ 3x y 2axy ; N ¼ x 2ax y: @M @N ¼ 3x2 4axy; ¼ 3x2 4axy: @y @x n L E R C Comparing it with 0 0 xa yb ðmy dx þ nx dyÞ þ xa yb ðm0 ydx þ n0 xdyÞ ¼ 0; we get a ¼ 2; b ¼ 1; a0 ¼ 0; b0 ¼ 0; m ¼ 2; n ¼ 1; m0 ¼ 1; n0 ¼ 3: The integrating factor is xh yk, where aþhþ1 bþkþ1 a0 þ h þ 1 b0 þ k þ 1 ¼ ¼ ; m n m0 n0 or h þ 2k ¼ 7; 3h k ¼ 2: Solving these equations for h and k, we get h ¼ 11 7 –11/7 and k ¼ 19 7 . Thus the integrating factor is x Figure 1.3 We know that the resistance is measured in ohms, capacitance in farads, and inductance in henrys. Let I denote the current flowing through the circuit and Q denote the charge. Since the current is rate of flow V of charge, we have I ¼ dQ dt . Also, by Ohm’s law, I ¼ R (resistance). Therefore, the voltage drop across a resistor R is RI. The voltage drop across the inductor Q L is L dI dt and the voltage drop across a capacitor is C . If E is the voltage (e.m.f.) of the battery, then by Kirchhoff’s law, we have dI Q ð16Þ L þ R I þ ¼ EðtÞ; dt C 1.26 n Engineering Mathematics-II where L, C, and R are constants. Since I ¼ dQ dt , we Rt have Q ¼ IðuÞ du and so (16) reduces to 0 Zt dI 1 L þ RI þ IðuÞ du ¼ EðtÞ: dt C 0 The forcing function (input function), E(t), is supplied by the battery (voltage source). The system described by the above differential equation is known as harmonic oscillator. The equation (16) can be written as dI R Q E þ Iþ ¼ ðtÞ dt L LC L EXAMPLE 1.57 Find the time t when the current reaches half of its theoretical maximum in the circuit of Example 1.56. Solution. From Example 1.56, we have E ð1 eRt=L Þ: R The maximum current is ER. By the requirement of the problem, we must have I¼ 1E E ¼ ð1 eRt=L Þ 2R R ð17Þ or EXAMPLE 1.56 Given that I ¼ 0 at t ¼ 0, find an expression for the current in the LR circuit shown in the Figure 1.4. or 1 ¼ eRt=L 2 Rt 1 ¼ log ¼ log 2 L 2 L or t ¼ L log 2: R E R EXAMPLE 1.58 In an LR circuit, an e.m.f. of 10 sin t volts is applied. If I(0) ¼ 0, find the current in the circuit. Figure 1.4 Solution. By Kirchhoff’s law, we have dI R E þ I¼ ; dt L L ð18Þ which is Leibnitz’s linear equation. Its integrating RR of (18) is factor is e ZL dt ¼ eRt=L . Hence the solution Z E E eRt=L dt þ C ¼ eRt=L dt þ C I eRt=L ¼ L L ¼ E eRt=L E Rt=L þC ¼ e þ C: L R=L R Thus E ð19Þ þ CeRt=L : R But I(0) ¼ 0, therefore, (19) yields 0 ¼ ER þ C and so C ¼ ER. Hence I ¼ E E Rt=L E ¼ ð1 eRt=L Þ: e R R R Clearly I increases with time t and attains its maximum value, E/R. I ¼ Solution. In an LR circuit the current is governed by the differential equation dI R E þ I¼ : dt L L We are given that E ¼ 10 sin t. Therefore, dI R 10 þ I ¼ sin t: dt L L This is Leibnitz’s linear equation with integrating RR factor as e L dt ¼ eRt=L : Therefore, its solution is Z 10 Rt=L Ie ¼ sin t eRt=L dt þ C ZL ð20Þ 10 eRt=L sin t dt þ C ¼ L But we know (using integration by parts) that Z eat ða sin bt b cos btÞ eat sin bt dt ¼ 2 a þ b2 eat b ¼ 2 sin bt tan1 : 2 a þb a Ordinary Differential Equations Therefore (20) reduces to I eRt=L 10 e R ¼ sin t cos t þC L ðR2 =L2 Þ þ 1 L Rt=L 10L2 eRt=L ¼ 2 ðR sin t L cos tÞ þ C L R2 þ L2 10 eRt=L ¼ 2 ðR sin t L cos tÞ þ C: R þ L2 Hence 10 ðR sin t L cos tÞ þ CeRt=L : I ¼ 2 R þ L2 Using the initial condition I(0) ¼ 0, we get C ¼ R210L þL2 . Hence 10 ðR sin t L cos t þ LeRt=L Þ: I¼ 2 R þ L2 EXAMPLE 1.59 If voltage of a battery in an LR circuit is E0 sin t, find the current I in the circuit under the initial condition I(0) ¼ 0. Solution. Proceeding as in Example 1.58, we get n 1.27 Using Kirchhoff’s law, we have Zt 1 RI þ IðuÞ du ¼ E0 sin vt: C 0 Differentiating both sides with respect to t, we have dI I R þ ¼ vE0 sin vt dt C or dI I vE0 cos vt; þ ¼ R dt RC which is Leibnitz’s linear equation. The integrating R 1 t dt RC RC factor is e ¼ e . Therefore, the solution of the above first order equation is Z vE0 t t RC cos vt:eRC dt þ C Ie ¼ R Z v E0 t cos vt eRC dt þ C ¼ R R ax Using eax cos bx dx ¼ a2eþb2 ða cos bx þ b sin bxÞ, we have " # t vE0 eRC 1 Ie ¼ cosvt þvsinvt þC 1 2 R þv2 RC t RC I ¼ E0 E0 L E0 R eRt=L þ 2 cos t þ 2 sin t: R 2 þ L2 R þ L2 R þ L2 RC t vR2 C 2 E0 eRC ¼ ðcosvt þRCvsinvtÞ þC 2 R C 1þR2 v2 C 2 t EXAMPLE 1.60 Find the current in the following electric circuit containing condenser C, resistance R, and a battery of e.m.f. E0 sin vt with the initial condition I(0) ¼ 0. Solution. The RC circuit of the problem is shown in Figure 1.5. E 0 sin t R ¼ vCE0 eRC ðcosvt þRCvsinvtÞþC: 1þR2 v2 C 2 vCE0 But I(0) ¼ 0 implies C ¼ 1þR 2 v2 C 2 : Hence vCE0 I¼ ðcos vt þ RCv sin vt et=RC Þ: 1 þ R2 v 2 C 2 EXAMPLE 1.61 A voltage E e–at is applied at t ¼ 0 to a LR circuit. Find the current at any time t. Solution. The differential equation governing the LR circuit is C Figure 1.5 dI R e:m:f : E eat : þ I¼ ¼ L dt L L 1.28 n Engineering Mathematics-II Rt As in Example 1.58, the integrating factor is e L . Therefore, the solution of the above equation is Z Z E eat Rt E Rt Rt L L e dt þ C ¼ I e ¼ e L at dt þ C L L E e L at E Rt ½e L at þ C þC ¼ R L La R aL Using the initial condition Q(0) ¼ 0, we get C ¼ 45. Therefore, 4 8 4 Q ¼ cos 2t þ sin 2t et : 5 5 5 Rt ¼ Hence I¼ and so I¼ E Rt eat þ C e L : R aL Using the initial condition I(0) ¼ 0, we get R . Hence C ¼ RaL I¼ E Rt ½eat e L : R aL EXAMPLE 1.62 An RC circuit has an e.m.f. given in volt by 400 cos 2t, a resistance of 100 ohms, and a capacitance of 10–2 Farad. Initially there is no charge on the capacitor. Find the current in the circuit at any time t. (B) Problems Related to Newton’s Law of Cooling Newton’s law of cooling states that the time rate of change of the temperature of a body is proportional to the temperature difference between the body and its surrounding medium. Let T be the temperature of the body at any time t and T0 be the temperature of the surrounding at that particular time. Then, according to Newton’s Law of Cooling, dT 1 ðT T0 Þ dt and so dT ¼ kðT T 0Þ; dt Solution. The equation governing the circuit is Q ¼ E: RI þ C We are given that R ¼ 100 ohms, C ¼ 10–2 farad and E ¼ 400 cos 2t. Thus, we have I þ Q ¼ 4 cos 2t or dQ dQ þ Q ¼ 4 cos 2t; R since I ¼ dt : dt The integrating factor is e 1 dt ¼ et . Therefore, the solution is Z Q:et ¼ 4 cos 2t et dt et ½cos 2t þ 2 sin 2t þ C 5 4 t 8 e cos 2t þ et sin 2t þ C: ¼ 5 5 ¼ 4 Thus dQ 8 16 4 ¼ sin 2t þ cos 2t þ et : dt 5 5 5 the negative sign with the constant of proportionality is required to make dT dt negative in cooling process when T is greater than T0, and positive in a heating process when T is less than T0. Equation (21) is first order differential equation and can be solved for T. EXAMPLE 1.63 A body at a temperature of 50 F is placed outdoors, where the temperature is 100 F. If after 5 minutes, the temperature of the body is 60 F, find the time required by the body to reach a temperature of 75 F. Solution. By Newton’s law of cooling, we have dT ¼ kðT T0 Þ dt or Q¼ 4 8 cos 2t þ sin 2t þ C et : 5 5 ð21Þ dT þ k T ¼ k T0 : dt n Ordinary Differential Equations But when t ¼ 0, T ¼ 80 C. Therefore, C ¼ 80 – 40 ¼ 40 and we have But T0 ¼ 100 F. Therefore, dT þ kT ¼ 100k; dt R which is linear. The integrating factor is e k dt ¼ ekt . Hence the solution is Z Z kt kt kt T:e ¼ 100 k e dt þ C ¼ 100e þ C Now when t ¼ 20, T ¼ 60 . Therefore or or T¼ Ce kt þ 100: When t ¼ 0, T ¼ 50, therefore, C ¼ –50. Hence T 40 ¼ 40ekt : 20 ¼ 40 e20 k or e20 k ¼ T 40 ¼ 40eð20 1 Now it is given that T ¼ 60 at t ¼ 5. Hence log 2Þ t : When t ¼ 40, we have 4 : 5 T 40 ¼ 40e2 log 2 or Taking log, we get 1 1 4 1 k ¼ log ¼ ð0:223Þ ¼ 0:045: 5 5 5 Hence T ¼ –50e0.045t þ 100. When T ¼ 75, we get e0:045 t ¼ 12, which yields 0:045t ¼ log 12 and so t ¼ 15.4 minutes. EXAMPLE 1.64 A body originally at 80 C cools down to 60 C in 20 minutes, the temperature of the air being 40 C. Find the temperature of the body after 40 minutes from the original. Solution. By Newton’s law of cooling, we have dT ¼ kðT T0 Þ dt and so variable separation gives dT ¼ kdt: T T0 Integrating, we have logðT T0 Þ ¼ kt þ log C or T T0 ¼ C ekt 1 2 1 1 20 k ¼ log ; which yields k ¼ log 2: 2 20 Hence T ¼ 50ekt þ 100: 60 ¼ 50e5k þ 100 or e5k ¼ 1.29 or T 40 ¼ C ekt : T ¼ 40 þ 40 elog4 ¼ 40 þ 40 ¼ 50 C: 4 (C) Problems Relating to Heat Flow The fundamental principles of heat conduction are: (i) Heat always flow from a higher temperature to a lower temperature. (ii) The quantity of heat in a body is proportional to its mass and temperature (Q ¼ mst), where m is the mass, s is the specific heat, and t is the time. (iii) The rate of heat flow across an area is proportional to the area and to the rate of change of temperature with respect to its distance normal to the area. Let Q be the quantity of heat flow per second across a slab of area A and thickness x and whose faces are kept at temperature T and T þ T. Then, by the above principles dT QµA : dx or dT Q ¼ k A ð22Þ dx 1.30 n Engineering Mathematics-II where k is a constant, called the coefficient of thermal conductivity and depends upon the material of the body. Negative sign has been taken since T decreases as x increases. The relation (22) is called the Fourier’s law of conductivity. EXAMPLE 1.65 The inner and outer surfaces of a spherical shell are maintained at temperature T0 and T1, respectively. If the inner and outer radii of the shell are r0 and r1, respectively and k is the thermal conductivity, find the amount of heat lost from the shell per unit time. Also find the temperature distribution through the shell. Solution. We have Q ¼ k ð4x2 Þ dT ; dx where x is the radius. Thus dT ¼ Q dx : : 4k x2 Integrating, we get Q 1 Q þC ¼ þC T¼ 4k x 4xk ð23Þ Q Q þ C and T1 ¼ þ C: 4r0 k 4r1 k Subtracting, we get Q 1 1 Q r1 r0 ¼ T0 T1 ¼ 4k r0 r1 4k r0 r1 or 4k r0 r1 ðT0 T1 Þ : r1 r0 When x ¼ r0, T ¼ T0, then (23) gives Q þC T0 ¼ 4r0 k 4kr0 r1 ðT0 T1 Þ þC ¼ 4 r0 kðr1 r0 Þ r1 ðT0 T1 Þ þ C: ¼ r1 r0 Q¼ r1 ðT0 T1 Þ r1 r0 T0 ðr1 r0 Þ r1 ðT0 T1 Þ r1 T1 r0 T0 ¼ ¼ r1 r0 r1 r0 Hence (23) transforms to C ¼ T0 4kr0 r1 ðT0 T1 Þ r1 T1 r0 T0 þ r1 r0 4xkðr1 r0 Þ 1 ðT0 T1 Þr0 r1 þ r1 T1 r0 T0 : ¼ r1 r0 x T¼ EXAMPLE 1.66 A spherical shell of inner and outer radii 10 cm and 15 cm, respectively, contains steam at 150 C. If the temperature of the outer surface of the shell is 40 C and thermal conductivity k ¼ 0.0025, find the temperature half-way through the thickness of the shell under steady state conditions. Solution. With the notation of Example 1.65, we have r0 ¼ 10cm; r1 ¼ 15cm; x ¼ 12:5cm; Now T ¼ T0 when x ¼ r0 and T ¼ T1 when x ¼ r1. Therefore, we have T0 ¼ Thus T0 ¼ 150 C; T1 ¼ 40 C: Hence 1 ðT0 T1 Þr0 r1 þ r1 T1 r0 T0 x r1 r0 1 ð150 40Þ150 þ 600 1500 ¼ 5 12:5 1 16500 1 900 ¼ ½1320 900 ¼ 84 C: ¼ 5 12:5 5 T¼ EXAMPLE 1.67 A long hollow pipe has a inner radius of r0 cm and outer radius of r1 cm. The inner surface is kept at a temperature T0 and the outer surface at the temperature T1. If thermal conductivity is k, find the heat lost per second of 1 cm length of the pipe. Also find the temperature distribution through the thickness of the pipe. Solution. Let Q cal/sec be the constant quantity of heat flowing out radially through the surface of the pipe having radius x cm and length 1 cm. Then the area of the lateral surface is 2x. Therefore, by Ordinary Differential Equations dT dT ¼ kð2xÞ dx dx Solution.Using the notation of Example 1.67, we have and so dT ¼ Q dx : : 2k x r0 ¼ 10cm; r1 ¼ 15 cm; x ¼ 12:5; T0 ¼ 150 C; T1 ¼ 40 C; k ¼ 0:0025: Integrating, we get T ¼ Q log x þ C: 2k When x ¼ r0, T ¼ T0, and so Q log r0 þ C T0 ¼ 2k When x ¼ r1, T ¼ T1 and we have Q log r1 þ C: T1 ¼ 2k ð24Þ Hence using (28), we have 40 150 12:5 log 10 log 15 10 1:25 ¼ 89:5 C: ¼ 150 110 log 1:5 T ¼ 150 þ ð25Þ ð26Þ Subtracting (26) from (25), we have Q Q r1 T0 T1 ¼ ½log r0 log r1 ¼ log : r0 2k 2k Thus, Q ¼ 2kðT0 T1 Þ log rr10 ; ð27Þ which gives the heat lost per second in 1 cm of the pipe. Further subtracting (25) from (24) and using (27), we get Q Q x ½log x log r0 ¼ log 2k 2k r0 2kðT0 T1 Þ x ¼ log 2k log rr10 r0 EXAMPLE 1.69 A long hollow pipe has an inner diameter of 10 cm and outer diameter of 20 cm. The inner surface is kept at 200 C and the outer surface at 50 C. The thermal conductivity is 0.12. How much heat will be lost per second from a portion of 1 cm of the pipe and what is the temeprature at a distance of 7.5 cm from the centre of the pipe? Solution. From Example 1.67, we have Hence, ðT1 T0 Þ x log : r1 log r0 r0 T ¼ T0 þ ðT1 T0 Þ x log log rr10 r0 2kðT0 T1 Þ log rr10 2kð200 50Þ 300k ¼ ¼ log 2 log 10 5 300ð0:12Þ ¼ 163cal=sec: ¼ log 2 Q¼ T T0 ¼ ¼ 1.31 temperature half-way through the covering under steady-state conditions. Fourier law, Q ¼ kA n Also ðT1 T0 Þ x log log rr10 r0 ð50 200Þ 7:5 ¼ 200 þ log log 2 5 1:5 ¼ 200 150ð:58Þ ¼ 113 C: ¼ 200 150 log 2 T ¼ T0 þ ð28Þ which gives the required temperature distribution through the thickness of the pipe. (D) Rate Problems EXAMPLE 1.68 A pipe 20 cm in diameter contains steam at 150 C and is protected with a covering 5 cm thick. If thermal conductivity is 0.0025 and the temperature of the outer surface of the covering is 40 C, find the In some problems, the rate at which a quantity changes is a known function of the amount present and/or the time and it is desired to find the quantity itself. Radioactive nuclei decay, population growth, and chemical reactions are some of the phenomenon of this kind. 1.32 n Engineering Mathematics-II Let x be the amount of radioactive nuclei present after t years. Then dx dt represents the rate of decay. Since the nuclei decay at a rate proportional to the amount present, we have dx ¼ kx; ð29Þ dt where k is constant of proportionality. The law of chemical reaction states that the rate of change of chemical reaction is proportional to the amount of substance present at that instant. Thus, the differential equation (29) governs the chemical reaction of first order. Moreover, if the rate at which amount of a substance increases or decreases is found to be jointly proportional to two factors, each factor being a linear function of x, then the chemical reaction is said to be of second order. For example, if a solution contains two substances whose amounts at the beginning are a and b respectively and if equal amount x of each substance changes in time t, then the amounts of the substance left in the solution at time t are (a – x) and (b – x) and, therefore, we have dx ¼ kða xÞðb xÞ: dt Taking the case of population growth, we assume that the population is a continuous and differentiable function of time. Let x be the number of individuals in a population at time t. Then rate of change of population is proporitional to the number of individuals in it at any time. Thus equation (29) is valid for population growth also. EXAMPLE 1.70 If 10% of 50 mg of a radioactive material decays in 2 hours, find the mass of the material left at any time t and the time at which the material has decayed to one-half of its initial mass. Solution. Let x denote the amount of material present at time t. Then the equation governing the decay is dx ¼ kx: dt Variable separation gives dx ¼ kdt: x Integrating, we get log x ¼ kt þ log C or x ¼ Cekt : At t ¼ 0, x ¼ 50. Therefore, C ¼ 50 and so x ¼ 50 ekt. At t ¼ 2, 10% of the mass present is decayed. Thus 5 mg of the substance has been decayed and 45 gm still remains. Therefore, 45 ¼ 50 e2k. Thus 1 45 k ¼ log ¼ 0:053: 2 50 Hence mass of the material left at any time t is x ¼ 50 e0:053 t : Further, when half of the material is decayed, we have x ¼ 25 mg and so 25 ¼ 50 e0:053 t or 0:053t ¼ log 1 2 or t ¼ 13 hours: EXAMPLE 1.71 A tank contains 1000 litres of fresh water. Salt water which contains 150 gm of salt per litre runs into it at the rate of 5 litres/min and well stirred mixture runs out of it at the same rate. When will the tank contain 5000 gm of salt? Solution. Let x denote the amount of salt in the tank at time t. Then dx ¼ IN OUT: dt The brine flows at the rate of 5 litres/min and each litre contains 150 gm of salt. Thus IN ¼ 5 150 ¼ 750 gm=min Since the rate of outflow equals the rate of inflow, the tank contains 1000 litres of mixture at any time t. This 1000 litres contains x gm of salt at time t and so x gm/litres. the concentration of the salt at time t is 1000 Since mixture flows out at the rate of 5 litres/min, we have x x 5 ¼ gm=litres: OUT ¼ 1000 200 Ordinary Differential Equations Thus the differential equation for x becomes dx x ¼ 750 : ð30Þ dt 200 Since initially there was no salt in the tank, we have the initial condition x(0) ¼ 0. The equation (30) is linear and separable. We have in fact dx dt ¼ : 150000 x 200 Integrating, we get t þ C: ð31Þ logð150000 xÞ ¼ 200 Using the initial condition x(0) ¼ 0, we have C ¼ log 150000: Hence (31) yields t ¼ log 150000 logð150000 xÞ 200 or 150000 t ¼ 200 log : 150000 x If x ¼ 5000 gm, then 150000 30 t ¼ 200 log ¼ 200 log ¼ 6:77min: 145000 29 EXAMPLE 1.72 If the population of a city gets doubled in 2 years and after 3 years the population is 15,000, find the initial population of the city. Solution. Let x denote the population at any time t and let x0 be the initial population of the city. Then dx ¼ kx; dt which has the solution as x ¼ C ekt : At t ¼ 0, x ¼ x0. Hence C ¼ x0. Thus x ¼ x0 ekt But at t ¼ 2, x ¼ 2x0. Therefore 2x0 ¼ x0 e2k or e2k ¼ 2 ð32Þ 1 log 2 ¼ 0:347 2 1.33 Hence (32) reduces to ¼ x0 e0:347 t : x At t ¼ 3, x ¼ 15,000 and so 15; 000 ¼ x0 eð0:347Þ ð3Þ ¼ x0 ð2:832Þ Hence x0 ¼ 15000 ¼ 5297: 2:832 (E) Falling Body Problems Consider a body of mass m falling under the influence of gravity g and an air resistance, which is proportional to the velocity of the falling body. Newton’s second law of motion states that the net force acting on a body is equal to the time rate of change of the momentum of the body. Thus d F ¼ ðmvÞ: dt If m is assumed to be constant, then dv F ¼ m ; ð33Þ dt where F is the net force on the body and v is the velocity of the body at time t. The falling body is under the action of two forces: (i) Force due to gravity which is given by the weight mg of the body (ii) the force due to resistance of air and that is –kv, where k 0 is a constant of proportionality. Thus (33) yields dv mg kv ¼ m dt or dv k þ v ¼ g; ð34Þ dt m which is equation of motion for the falling body. If air resistance is negligible, then k ¼ 0 and we have dv ¼ g: ð35Þ dt The differential equation (35) is separable and we have dv ¼ g dt: or k¼ n Integrating, we get v ¼ gt þ C: 1.34 n Engineering Mathematics-II But when t ¼ 0, v ¼ 0 and so C ¼ 0. Hence v ¼ gt: ð36Þ Also velocity is time rate of change of displacement x and so dx ¼ gt or dx ¼ gt dt: dt Integrating, we get 1 x ¼ gt2 þ k ðconstantÞ: 2 But at t ¼ 0, the displacement is 0. Therefore k ¼ 0. Hence 1 ð37Þ x ¼ gt2 : 2 EXAMPLE 1.73 A body of mass 16 kg is dropped from a height of 625 ft. Assuming that there is no air resistance, find the time required by the body to reach the ground. Solution. By (37), we have (with g ¼ 32 ft/sec2) 1 x ¼ gt2 ¼ 16t2 ; 2 therefore, t 2 rffiffiffiffiffiffiffiffi rffiffiffiffiffi x 625 25 ¼ ¼ ¼ ¼ 6:25 sec: 16 16 4 (F) Orthogonal Trajectories Recall that a curve which cuts every member of a given family of curves according to some definite law is called a trajectory of the family. A curve which cuts every member of a given family of curves at right angles is called orthogonal trajectories. Further, two families of curves are said to be orthogonal if every member of either family cuts each member of the other family at right angles. Consider a one-parameter family of curves in the xy-plane defined by f ðx; y; cÞ ¼ 0; ð38Þ where c denotes the parameter. Differentiating (38), with respect to x and eliminating c between (38) and the resulting equation, we get the differential equation of the family in question. Let the differential equation be dy ¼ 0: ð39Þ F x; y; dx To obtain the equation of the orthogonal trajectory, dx equawe replace dy dx by dy and get the differential tion of orthogonal trajectory as F x; y; dx dy : Solution of this differential equation will yield the equation of the orthogonal trajectory. In case of polar curves f ðr; h; cÞ ¼ 0: ð40Þ Differentiating (40) and eliminating c between (40) and the resulting equations, we get the differential equation of the family represented by (40). Let the differential equation be dr ð41Þ F ðr ; h ; Þ ¼ 0: dh dr by r2 dh Replacing dh dr in (41), we get the differential equation of the orthogonal trajectory as dh Þ ¼ 0: ð42Þ dr Solution of (42) will then yield the equation of the required orthogonal trajectory. F ðr ; h r2 EXAMPLE 1.74 Find the orthogonal trajectories of the family of curves x2 þ y2 ¼ cx . Solution. We have ð43Þ x2 þ y2 cx ¼ 0: Differentiating, we get dy ¼ c: ð44Þ 2x þ 2y dx Eliminating c between (43) and (44) yields dy x2 þ y2 2x þ 2y ¼ x dx or dy y2 x2 : ð45Þ ¼ 2xy dx The equation (45) is the differential equation of the family represented by (43). Therefore, the differential equation of the orthogonal trajectory is dy 2xy : ð46Þ ¼ 2 dx x y2 This is an homogeneous equation. Substituting y ¼ vx, and separating variables, we get dx 1 2v dv ¼ 0: þ þ 2 x v v þ1 Ordinary Differential Equations log x log v þ logðv þ 1Þ ¼ C 2 or xðv2 þ 1Þ ¼ kv; ðC ¼ log kÞ: Substituting v ¼ yx ; we get x2 þ y2 ¼ ky: EXAMPLE 1.75 Find the orthogonal trajectory of the family of the curves xy ¼ C. Solution. The equation of the given family of curves is xy ¼ C: ð47Þ Differentiating, we get dy þy dx 1.35 EXAMPLE 1.76 Find the orthogonal trajectories of the family of curves y ¼ ax2. Integrating, we get x n ¼ 0 Solution. The given family represented by the equation y ¼ ax2 ð50Þ is a family of parabolas symmetric about y-axis with vertices at (0, 0). Differentiating with respect to x, we get dy ¼ 2ax: ð51Þ dx Eliminating a between (50) and (51), we get dy 2xy 2y ¼ 2 ¼ : dx x x Therefore, differential equation of the orthogonal trajectory is dy x ¼ ð52Þ dx 2y or 2y dy þ x dx ¼ 0: or dy y ¼ : ð48Þ dx x Therefore, the differential equation of the family of orthogonal trajectory is dy x ¼ ð49Þ dx y or x dx y dy ¼ 0: Integrating, we get 2 y2 x2 þ ¼ C 2 2 or x2 y2 þ ¼ C: ð53Þ 2 1 The orthogonal trajectories represented by (53) are ellipses (shown in the Figure 1.7) y Integrating, we get x2 y2 ¼ k; which is the equation of orthogonal trajectories called equipotential lines (shown in Figure 1.6). y 0 x Figure 1.7 x 0 Figure 1.6 EXAMPLE 1.77 Show that the system of confocal and coaxial parabolas is self-orthogonal. 1.36 n Engineering Mathematics-II Solution. The equation of the family of confocal parabolas having x-axis as their axis is of the form y2 ¼ 4aðx þ aÞ: Differentiating, we get dy y ¼ 2a dx or dy 2a ¼ : dx y ð54Þ ð55Þ From (55), we have a ¼ 2y dy dx : Substituting this value in (54), we get dy 1 dy 2 þ xþ y y ¼ 2y dx 2 dx or 2 dy dy þ2x y ¼ 0; y dx dx ð56Þ which is the differential equation of the given family. dx Replacing dy dx by dy in (56) we obtain (56) again. Hence, each member of family (54) cuts every other member of the same family orthogonally. EXAMPLE 1.78 Find the orthogonal trajectories of the family of 2 2 curves ax2 þ b2yþl ¼ 1. Solution. The equation of the family of the given curve is x2 y2 ¼ 1: ð57Þ þ a2 b2 þ l Differentiating with respect to x, we get x y dy þ 2 ¼ 0: 2 a b þ l dx ð58Þ From (57) and (58) we have respectively a2 y 2 a2 y dy 2 b2 þ l ¼ 2 : and b þ l ¼ a x2 x dx Hence a2 y 2 a2 y dy ¼ a2 x 2 x dx or dy xy : ¼ dx a2 x2 Therefore, differential equation of the orthogonal trajectory is dy a2 x2 ¼ xy dx or a2 x2 a2 y dy ¼ dx ¼ dx x dx: x x Integrating, we get y2 x2 ¼ a2 log x þ C 2 2 or x2 þ y2 ¼ 2a2 log x þ kðconstantÞ; which is the equation of the required orthogonal trajectories. EXAMPLE 1.79 Find the orthogonal trajectory of the cardioid r ¼ a(1 – cos h). Solution. The equation of the family of given cardioide is r ¼ að1 cos hÞ: ð59Þ Differentiating with respect to h, we have dr ¼ a sin h: ð60Þ dh Dividing (60) by (59), we get the differential equation of the given family as 1 dr sin h 2 sin h=2 cos h=2 h ¼ cot ð61Þ ¼ ¼ r dh 1 cos h 2 2 sin2 h=2 dr Replacing dh by r2 dh in (61), we get dr 1 dh h r2 ¼ cot r dr 2 or dr h þ tan dh ¼ 0; ð62Þ r 2 which is the equation of the family of orthogonal trajectories. Integrating (62), we get log r 2 log cos h ¼ log C 2 or h h log r ¼ log C þ log cos2 ¼ log C cos2 2 2 Ordinary Differential Equations or h ¼ C ð1 þ cos hÞ; r ¼ C cos 2 which is the equation of orthogonal trajectory of the given family. 2 EXAMPLE 1.80 Find the orthogonal trajectories of the family of curves x2 þ y2 ¼ c2 Solution. The equation of the given family of curves is x2 þ y2 c2 ¼ 0 ð63Þ Differentiating (63), we get dy ¼0 2x þ 2y dx or dy x ¼ ; ð64Þ dx y which is the differential equation representing the given curves. Therefore the differential equation of the required family of orthogonal trajectories is dy y ¼ dx x or dy dx ¼ ð65Þ y x Integrating, we get log y ¼ log x þ log k or y ¼ kx; which is the equation of the orthogonal trajectories, which are straight lines through the origin as shown in the Figure 1.8. y x 0 Figure 1.8 EXAMPLE 1.81 Find the orthogonal trajectories of the curves r2 ¼ a2 cos 2h. n 1.37 Solution. We are given that r2 ¼ a2 cos 2h ¼ a2 ð1 2 sin2 hÞ: Differentiating (66) w.r.t. h, we have dr 2r ¼ 2a2 sin 2h: dh Dividing (67) by (66), we get 2 dr 2 sin 2h ¼ : r dh cos 2h dr with –r2 dh Replacing dh dr , we get dh sin 2h ¼ ¼ 2 tan 2h 2r dr cos 2h or dr ¼ cot 2h: r Integrating, we get 1 log r ¼ log sin 2h þ log C 2 or 2 log r ¼ 2 log C þ log sin 2h or log r2 ¼ log C 2 þ log sin 2h or r2 ¼ C 2 sin 2h: 1.14 ð66Þ ð67Þ LINEAR DIFFERENTIAL EQUATIONS Definition 1.17. A differential equation in which the dependent variable and its derivatives occur only in the first degree and are not multiplied together is called a linear differential equation. Thus, a linear differential equation of nth order is of the form dny d n1 y d n2 y a0 n þa1 n1 þa2 n2 þ...þan y ¼ FðxÞ ð68Þ dx dx dx where a0, a1, . . ., an and F(x) are functions of x alone. If a0, a1, . . ., an are constants, then the above equation is called a linear differential equation with constant coefficients. If F is identically zero, then the equation (68) reduces to dny d n1 y d n2 y a0 n þ a1 n1 þ a2 n2 þ ::: þ an y ¼ 0 ð69Þ dx dx dx and is called a homogeneous linear differential equation of order n. 1.38 n Engineering Mathematics-II Definition 1.18. If f1, f2, . . ., fn are n given functions and c1, c2, . . ., cn are n constants, then the expression c1 f1 þ c2 f2 þ . . . þ cn fn Then Dn u þ a1 Dn1 u þ a2 Dn2 u þ ::: þ an u ¼ Dn ðc1 y1 þ c2 y2 þ ::: þ cn yn Þ þ a1 Dn1 ðc1 y1 þ c2 y2 þ ::: þ cn yn Þ is called a linear combination of f1, f2 , . . ., fn . þ a2 Dn2 ðc1 y1 þ c2 y2 þ ::: þ cn yn Þ þ . . . þ an ðc1 y1 þ c2 y2 þ ::: þ cn yn Þ Definition 1.19. The set of functions { f1, f2, . . ., fn} is said to be linearly independent on [a, b] if the relation c1 f1 þ c2 f2 þ . . . þ cn fn ¼ 0 ¼ c1 ðDn y1 þ a1 Dn1 y1 þ ::: þ an y1 Þ for all x 2 [a, b] implies that c1 ¼ c2 ¼ . . . ¼ cn ¼ 0: þ . . . þ cn ðDn yn þ a1 Dn1 yn þ ::: þ an yn Þ ¼ 0 þ 0 þ :: þ 0 ¼ 0 using ð71Þ: d Definition 1.20. The symbol D ¼ dx is called a difd2 d3 2 3 ferential operator. Similarly, D ¼ dx 2 , D ¼ dx3 , . . ., dn Dn ¼ dx n are also regarded as operators. In terms of these symbols, the equation (68) takes the form ða0 Dn þ a1 Dn1 þ ::: þ an1 D þ an Þy ¼ FðxÞ or f ðDÞy ¼ FðxÞ; where f ðDÞ ¼ a0 Dn þ a1 Dn1 þ . . . þ an1 D þ an : Dðl uÞ ¼ lDðuÞ m n ðD D Þ ðuÞ ¼ Dmþn ðuÞ ðDm Dn Þ ðuÞ ¼ ðDn Dm Þ ðuÞ: Theorem 1.4. Any linear combination of linearly independent solutions of the homogeneous linear differential equation is also a solution (in fact, complete solution) of that equation. Proof: Let y1, y2, . . ., yn be the solution of the homogeneous linear differential equation ð70Þ 9 Dn y1 þa1 Dn1 y1 þa2 Dn2 y1 þ:::þan y1 ¼0 > > = Dn y2 þa1 Dn1 y2 þa2 Dn2 y2 þ:::þan y2 ¼0 ð71Þ ::::::::::::: > > ; Dn yn þa1 Dn1 yn þa2 Dn2 yn þ:::þan yn ¼0 Let u ¼ c1 y1 þ c2 y2 þ . . . þ cn yn : EXAMPLE 1.82 Show that c1 sin x þ c2 cos x is a solution of y ¼ 0. d2 y dx2 þ y1 ¼ sin x; y2 ¼ cos x: dy1 ¼ cos x; dx dy2 ¼ sin x dx d 2 y2 ¼ cos x: dx2 Then Dðu þ vÞ ¼ Du þ Dv Therefore, Hence, u ¼ c1 y1 þ c2 y2 þ . . . þ cn yn is also a solution of the homogeneous linear differential equation (68). Since this solution contains n arbitrary constants, it is a general or a complete solution of (70). Solution. Let We note that ðDn þ a1 Dn1 þ a2 Dn2 þ ::: þ an Þy ¼ 0 þ c2 ðDn y2 þ a1 Dn1 y2 þ ::: þ an y2 Þ d 2 y1 ¼ sin x; dx2 We note that d 2 y1 þ y1 ¼ sin x þ sin x ¼ 0 dx2 and d 2 y2 þ y2 ¼ cos x þ cos x ¼ 0: dx2 Hence, sin x and cos x are solutions of the given equation. These two solutions are linearly independent. Therefore, their linear combination c1 sin x þ c2 cos x is also a solution of the given equation. Theorem 1.5. If y1 is a complete solution of the homogeneous equation f (D)y ¼ 0 and y2 is a particular solution containing no arbitrary constants of the differential equation f (D)y ¼ F(x), then y1 þ y2 is the complete solution of the equation f (D)y ¼ F(x). Ordinary Differential Equations Proof: Since y1 is a complete solution of the homogeneous differential equation f (D)y ¼ 0, we have ð72Þ f ðDÞy1 ¼ 0 Further, since y2 is a particular solution of linear differential equation f (D)y ¼ F(x), we have ð73Þ f ðDÞy2 ¼ FðxÞ: Adding (70) and (71), we get f ðDÞy1 þ f ðDÞy2 ¼ FðxÞ f ðDÞðy1 þ y2 Þ ¼ FðxÞ: Hence, y1 þ y2 satisfies the equation f (D)y ¼ F(x) and so is the complete solution since it contains n arbitrary constants. Definition 1.21. Let f (D)y ¼ F(x) be a linear differential equation with constant coefficients. If y1 is a complete solution of f (D)y ¼ 0 and y2 is a particular solution of f (D)y ¼ F(x), then y1 þ y2 is a complete solution of f (D)y ¼ F(x) and then y1 is called the complementary function and y2 is called the particular integral of the differential equation f (D)y ¼ F(x) . Consider the homogeneous differential equation f (D)y ¼ 0. Then Let y ¼ e mx The symbolic form of this equation is ðDn þ a1 Dn1 þ ::: þ an1 D þ an Þy ¼ 0; ð76Þ where a1, a2, . . ., an are constants. If y ¼ e is a solution of (76), then ð77Þ mn þ a1 mn1 þ ::: þ an1 m þ an ¼ 0: mx Three cases arise, according as the roots of (77) are real and distinct, real and repeated or complex. ð74Þ Suppose that the auxiliary equation (77) has n distinct roots m1, m2, . . ., mn. Therefore, (77) reduces to ð78Þ ðm m1 Þðm m2 Þ . . . ðm mn Þ ¼ 0 Equation (78) will be satisfied by the solutions of the equations ðD m1 Þy ¼ 0; ðD m2 Þy ¼ 0; . . . ; ðD mn Þ ¼ 0: We consider (D – m1)y ¼ 0. This can be written as dy m1 y ¼ 0; dx which is linear differential equation with integrating factor as em1 x . Therefore, its solution is Z 0 : em1 x dx þ c1 y:em1 x ¼ be a solution of (74). Then Dy ¼ me ; D2 y ¼ m2 emx ; . . . ; mx Dn y ¼ mn emx and so (74) transforms to ðmn þ a1 mn1 þ ::: þ an Þem x ¼ 0: Since emx 6¼ 0, we have mn þ a1 mn1 þ a2 mn2 þ ::: þ an ¼ 0: ð75Þ mx It follows, therefore, that if e is a solution of f (D)y ¼ 0, then equation (75) is satisfied. The equation (75) is called auxiliary equation for the differential equation f (D)y ¼ 0. 1.15 1.39 Case I. Distinct Real Roots or þ ::: þ an Þy ¼ 0: ðDn þ a1 Dn1 þ an2 2 n SOLUTION OF HOMOGENEOUS LINEAR DIFFERENTIAL EQUATION WITH CONSTANT COEFFICIENTS Consider the homogeneous linear differential equation dny d n1 y dy þ a þ ::: þ an1 þ an y ¼ 0: 1 dxn dxn1 dx or y ¼ c1 em1 x : Similarly, the solution of ðD m2 Þy ¼ 0 is c2 em2 x ; the solution of ðD m3 Þy ¼ 0 is c3 em3 x ; ... ... the solution of ðD my Þy ¼ 0 is cn emn x : Hence, the complete solution of homogeneous differential equation (76) is ð79Þ y ¼ c1 em1 x þ c2 em2 x þ . . . þ cn emn x : Case II. Repeated Real Roots Suppose that the roots m1 and m2 of the auxiliary equation are equal. Then the solution (79) becomes y ¼ c1 em1 x þ c2 em1 x þ c3 em3 x þ . . . þ cn emn x ¼ ðc1 þ c2 Þ em1 x þ c3 em3 x þ . . . þ cn emn x : 1.40 n Engineering Mathematics-II solution will come out to be Since it contains n – 1 arbitrary constants, it is not a complete solution of the given differential equation. We shall show that the part of the solution corresponding to equal roots m1 and m2 is (c1x þ c2) em1 x . To prove it, consider the equation In general, if m1 ¼ m2 ¼ . . . ¼ mk, then the complete solution of the differential equation shall be ðD m1 Þ2 y ¼ 0; y ¼ ðc1 xk1 þ c2 xk2 þ ::: þ ck Þ þ ckþ1 emkþ1 x þ ::: y ¼ ðc1 x2 þ c2 x þ c3 Þem1 x þ c4 em4 x þ . . . þ cn emn x : þcn emn x : that is, ðD m1 ÞðD m1 Þy ¼ 0: Substituting (D – m1)y ¼ U, the above equation becomes ðD m1 ÞU ¼ 0 or dU m1 U ¼ 0 dx or dU ¼ m1 dx: U Integrating, we get log U ¼ m1 x þ log C1 or log and so U U ¼ m1 x or ¼ em1 x c1 c1 U ¼ c1 e m1 x : Hence ðD m1 Þy ¼ c1 em1 x Case III. Conjugate Complex Roots (a) Suppose that the auxiliary equation has a nonrepeated complex root a þ ib. Then, since the coefficients are real, the conjugate complex number a – ib is also a non-repeated root. Thus, the solution given in (79) becomes y¼c1 eðaþibÞx þc2 eðaibÞx þc3 em3 x þ:::þcn emn x ¼eax ðc1 eibx þc2 eibx Þþc3 em3 x þ:::þcn emn x ¼eax ½c1 ðcosbxþisinbxÞþc2 ðcosbxisinbxÞ þc3 em3 x þ:::þcn emn x ¼eax ½ðc1 þc2 Þcosbxþiðc1 c2 Þsinbx þc3 em3 x þ:::þcn emn x ¼eax ½k1 cosbxþk2 sinbxþc3 em3 x þ:::þcn emn x ; where k1 ¼ c1 þ c2, k2 ¼ i(c1 – c2) . (b) If two pairs of imaginary roots are equal, then m1 ¼ m2 ¼ a þ ib and m3 ¼ m4 ¼ a ib: Using Case II, the complete solution is or dy m1 y ¼ c1 em1 x ; dx which is again a linear equation with integrating factor em1 x . Hence, the solution is Z m1 x y: e ¼ c1 em1 x :em1 x þ c2 ¼ c1 x þ c2 ; which yields ¼ eax ½ðc1 x þ c2 Þ cos bx þ ðc3 x þ c4 Þ sin bx þc5 em5 x þ . . . þ cn emn x : EXAMPLE 1.83 Solve d3y d2y dy þ 2 þ 4 þ 4y ¼ 0: 3 dx dx dx Solution. The symbolic form of the given equation is y ¼ ðc1 x þ c2 Þem1 x : Hence, the complete solution of the given differential equation is y ¼ ðc1 x þ c2 Þem1 x þ c3 em3 x þ . . . þ cn emn x : Remark 1.1. If three roots of the auxiliary equation are equal, that is, m1 ¼ m2 ¼ m3, then the complete ðD3 þ D2 þ 4D þ 4Þy ¼ 0: Therefore its auxiliary equation is m3 þ m2 þ 4m þ 4 ¼ 0: By inspection –1 is a root. Therefore, (m þ 1) is a factor of m3 þm2 þ 4m þ 4. The synthetic division Ordinary Differential Equations by m þ 1 gives 1.41 Solution. The auxiliary equation is 1 1 1 4 1 0 m4 5m3 þ 6m2 þ 4m 8 ¼ 0; 4 1 0 4 whose roots are 2, 2, 2, and –1. Hence the general solution is 0 y ¼ ðc1 þ c2 x þ c3 x2 Þe2x þ c4 ex : 4 Therefore, the auxiliary equation is EXAMPLE 1.86 2 Solve ddxy2 2 dy dx þ 10y ¼ 0 subject to the conditions ðm þ 1Þðm2 þ 4Þ ¼ 0 and so m ¼ 1 and m ¼ 2i: Hence, the complementary solution is y ¼ c1 ex þ e0 x ðc2 cos 2x þ c3 sin 2xÞ y(0) ¼ 4, y0 (0) ¼ 1. Solution. The symbolic form of the given differential equation is ¼ c1 ex þ c2 cos 2x þ c3 sin 2x: EXAMPLE 1.84 Solve d3y d2y dy 3 þ 3 y ¼ 0: dx3 dx2 dx Solution. The symbolic form of the given equation is ðD2 2D þ 10Þy ¼ 0: Therefore, the auxiliary equation is m2 2m þ 10 ¼ 0; which yields m¼1 y ¼ ex ðc1 cos 3x þ c2 sin 3xÞ: Now, Therefore, the auxiliary equation is y0 ¼ c1 ½ex cos 3x 3ex sin 3x m3 3m2 þ 3m 1 ¼ 0: þ c2 ½ex sin 3x þ 3ex cos 3x By inspection 1 is a root. Then synthetic division yields 1 1 3i: Therefore, the solution is ðD3 3D2 þ 3D 1Þy ¼ 0: 1 n ¼ ex cos 3xðc1 þ 3c2 Þ þ ex sin xðc2 3c1 Þ: 3 3 1 The initial conditions y(0) ¼ 4 and y0 (0) ¼ 1 yield 1 2 1 4 ¼ c1 and 1 ¼ c1 þ 3c2 2 1 0 and so c1 ¼ 4 and c2 ¼ –1. Hence the solution is y ¼ ex ð4 cos 3x sin 3xÞ: Therefore, the auxiliary equation is ðm 1Þðm2 2m þ 1Þ ¼ 0 or ðm 1Þ3 ¼ 0: Hence the roots are 1, 1, 1 and so the solution of the given equation is EXAMPLE 1.87 Solve d3y þ y ¼ 0: dx3 y ¼ ðc1 þ c2 x þ c3 x Þe : 2 x EXAMPLE 1.85 Find the general solution of d4y d3y d2y dy 5 3 þ 6 2 þ 4 8y ¼ 0: 4 dx dx dx dx Solution. The auxiliary equation is m3 þ 1 ¼ 0 or ðm þ 1Þðm2 m þ 1Þ ¼ 0: 1.42 n Engineering Mathematics-II pffiffi Thus the roots are –1, 1 2 3 i. Hence, the general solution of the equation is pffiffiffi pffiffiffi 3 3 1 x x 2 y ¼ c1 e þ e ðc2 cos x þ c3 sin xÞ: 2 2 EXAMPLE 1.88 Solve d4y ¼ m4 y: dx4 Solution. The auxiliary equation for the given differential equation is s4 m4 ¼ 0 or ðs þ mÞðs mÞðs2 þ m2 Þ ¼ 0 constant coefficients so that complete solution of the equation may be found. Definition 1.22. D1 F(x) is that function of x which when operated upon by D yields F(x). 1 F(x) is that function of x, free Similarly, f ðDÞ from arbitrary constant, which when operated upon by f (D) yields F(x). 1 is Thus, D1 is the inverse operator of D and f ðDÞ the inverse operator of f (D). Theorem 1.6. D1 F(x) ¼ R FðxÞ dx. Proof: Let 1 and so s ¼ m, –m, ± mi. Hence the solution is FðxÞ ¼ v: D y ¼ c1 emx þ c2 emx þ c3 cos mx þ c4 sin mx ¼ c1 ½cosh mx þ sinh mx þ c2 ½cosh mx sinh mx Operating both sides of (80) by D, we get 1 þ c3 cos mx þ c4 sin mx D: FðxÞ ¼ Dv D ¼ ðc1 þ c2 Þ cosh mx þ ðc1 c2 Þ sinh mx þ c3 cos mx þ c4 sin mx or ¼ C1 cosh mx þ C2 sinh mx þ c3 cos mx dv FðxÞ ¼ Dv ¼ þ c4 sin mx; dx where C1 ¼ c1 þ c2 and C2 ¼ c1 c2 : ð80Þ or dv ¼ FðxÞdx: EXAMPLE 1.89 3 2 Solve 4 ddx3y þ 4 ddx2y þ dy dx ¼ 0. Integrating, we get Solution. The auxiliary equation for the given differential equation is 4m3 þ 4m2 þ m ¼ 0 or mð4m2 þ 4m þ 1Þ ¼ 0: where no constant of integration is added since 1 DF(x) contains no constant. Thus, Z 1 FðxÞ ¼ FðxÞ dx: D Thus the roots are m ¼ 0, –12, and –12. Hence the solution is y ¼ c1 e0 x þ ðc2 þ c3 xÞ ex=2 Theorem 1.7. ¼ c1 þ ðc2 þ c3 xÞex=2 : 1.16 COMPLETE SOLUTION OF LINEAR DIFFERENTIAL EQUATION WITH CONSTANT COEFFICIENTS We now discuss the methods of finding particular integral of a linear differential equation with Z v¼ FðxÞ dx; Hence, D1 stands for integration. 1 Da FðxÞ ¼ eax R FðxÞeax dx. Proof: Let 1 FðxÞ ¼ y: ð81Þ Da Operating both sides of (81) by D – a, we have FðxÞ ¼ ðD aÞy ¼ Dy ay dy ¼ ay: dx n 1.43 1 ax 1 ax e ¼ e ; provided f ðaÞ 6¼ 0: f ðDÞ f ðaÞ ð83Þ Ordinary Differential Equations 1 yields Operating both sides by f ðDÞ Therefore, dy ay ¼ FðxÞ; dx which is a linear differential equation with integrating factor e–ax. Therefore, its solution is Z ax FðxÞ eax dx y:e or y ¼ eax Z FðxÞ eax dx or 1 FðxÞ ¼ eax Da FðxÞ e ax dx: Proof: The given linear differential equation is f ðDÞy ¼ FðxÞ ð82Þ 1 f ðDÞF(x) Hence If f (a) ¼ 0, then D – a is a factor of f (D). So, let Z 1 Theorem 1.8. f ðDÞ F(x) is the particular integral of f (D)y ¼ F(x). Substituting y ¼ 1 ½ f ðaÞeax f ðDÞ 1 ax ¼ f ðaÞ e : f ðDÞ eax ¼ in (82), we have F(x) ¼ 1 F(x), which is true. Hence y ¼ f ðDÞ F(x) is a solution of (82). 1.16.1 Standard Cases of Particular Integrals Consider the linear differential equation f ðDÞ ¼ ðD aÞðDÞ: ð84Þ Then 1 ax 1 1 1 ax e ¼ eax ¼ e f ðDÞ ðDaÞðDÞ ðDaÞ ðDÞ 1 1 ax e usingð83ÞsinceðaÞ 6¼ 0 ¼ Da ðaÞ 1 1 ax e ¼ ðaÞ Da Z 1 ax ¼ eax :eax dx; by Theorem 1:7 e ðaÞ eax ð85Þ ¼x ðaÞ f ðDÞy ¼ FðxÞ: By Theorem 1.8, its particular integral is 1 P:I ¼ FðxÞ: f ðDÞ Differentiating (84) with respect to D gives f 0 ðDÞ ¼ ðDÞ þ ðD aÞ0 ðDÞ: Putting D ¼ a, we get f0 (a) ¼ (a). Therefore, (85) reduces to Case I. When F(x) ¼ eax We have f ðDÞ ¼ Dn þa1 Dn1 þa2 Dn2 þ...þan : Therefore, 1 ax eax ¼x e ¼x f ðDÞ ðaÞ ¼x f ðDÞeax ¼ ðDn þa1 Dn1 þ...þan Þeax eax d dD f ðDÞ D¼a eax ; provided f 0 ðaÞ 6¼ 0: f 0 ðaÞ ð86Þ ¼ Dn eax þa1 Dn1 eax þ...þan1 Deax þan eax If f 0 (a) ¼ 0, then the rule can be repeated to give ¼ an eax þa1 an1 eax þ...þan1 aeax þan eax ¼ ða þa1 a ¼ f ðaÞeax : n n1 þ...þan1 aþan Þe ax 1 ax eax ax e ; e ¼ x2 00 f ðaÞ f ðDÞ provided f 00 ðaÞ 6¼ 0 and so on: 1.44 n Engineering Mathematics-II Case II. When F(x) ¼ sin (ax þ b) or cos (ax þ b) We have x: D sinðax þ bÞ ¼ a cosðax þ bÞ D2 sinðax þ bÞ ¼ a2 sinðax þ bÞ D3 sinðax þ bÞ ¼ a3 cosðax þ bÞ D4 sinðax þ bÞ ¼ a4 sinðax þ bÞ ... ... 1 ½cosðax þ bÞ þ i sinðax þ bÞ f 0 ðD2 Þ 1 ½cosðax þ bÞ þ i sinðax þ bÞ ¼ f ðD2 Þ Equating real and imaginary parts, we have 1 1 cosðax þ bÞ ¼ x: 0 2 cosðax þ bÞ 2 f ðD Þ ½ f ðD ÞD2 ¼a2 We note in general that ðD2 Þn sinðax þ bÞ or ð89Þ ¼ ða2 Þn sinðax þ bÞ: Hence f ðD2 Þ sinðax þ bÞ ¼ f ða2 Þ sinðax þ bÞ: ð90Þ Operating on both sides by f ðD1 2 Þ, we get provided f 0 (–a2) 6¼ 0. If f 0 (–a2) ¼ 0, then repeating the above process, we have 1 1 cosðax þ bÞ ¼ x2 00 2 cosðax þ bÞ f ðD2 Þ ½ f ðD ÞD2 ¼a2 1 sinðax þ bÞ: sinðax þ bÞ ¼ f ða Þ f ðD2 Þ 2 Dividing both sides by f (–a2), we have 1 1 sinðax þ bÞ ¼ sinðax þ bÞ: f ða2 Þ f ðD2 Þ Hence 1 1 sinðax þ bÞ ¼ sinðax þ bÞ; 2 f ðD Þ f ða2 Þ provided f (–a2) 6¼ 0. Similarly, 1 1 cosðax þ bÞ ¼ cosðax þ bÞ; 2 f ðD Þ f ða2 Þ provided that f 0 (–a2) 6¼ 0, and 1 1 sinðax þ bÞ ¼ x 0 2 sinðax þ bÞ; f ðD2 Þ ½ f ðD ÞD2 ¼a2 ð87Þ provided f 00 (–a2) 6¼ 0 and 1 1 sinðax þ bÞ ¼ x2 00 2 sinðax þ bÞ f ðD2 Þ ½ f ðD ÞD2 ¼a2 provided f 00 (–a2) 6¼ 0. Case III. When F(x) ¼ xn, n ð88Þ provided f (–a2) 6¼ 0. If f (–a2) ¼ 0, then (87) and (88) are not valid. In such a situation, we proceed as follows: By Euler’s formula eiðaxþbÞ ¼ cosðax þ bÞ þ i sinðax þ bÞ: Thus 1 1 eiðaxþbÞ ¼ ½cosðax þ bÞ þ i sinðax þ bÞ f ðD2 Þ f ðD2 Þ being positive integer Since in this case 1 1 FðxÞ ¼ xn ; P:I: f ðDÞ f ðDÞ we make the coefficient of the leading term of f (D) unity, take the denominator in numerator and then expand by Binomial theorem. Operate the resulting expansion on xn. Case IV. When F(x) ¼ eax Q(x), where Q(x) is some function of x Let G is a function of x, we have D½eax G ¼ eax DG þ a eax G ¼ eax ðD þ aÞG D2 ½eax G ¼ eax ðD þ aÞ2 G or, by 86, ... 1 1 ... iðaxþbÞ x: 0 2 e ½cosðax þ bÞ þ isinðax þ bÞ ¼ Dn ½eax G ¼ eax ðD þ aÞn G f ðD Þ f ðD2 Þ Ordinary Differential Equations f ðDÞ½eax G ¼ eax f ðD þ aÞG C:F: ¼ c1 ex=2 þ c2 e3x=2 : 1 , we get Operating both sides by f ðDÞ Since 2 is not a root of the auxiliary equation, by (82), we have 1 ½eax f ðD þ aÞG f ðDÞ Putting f (D þ a)G ¼ Q, we have G ¼ we have 1 1 Q¼ ðeax QÞ eax : f ðD þ aÞ f ðDÞ Q f ðDþaÞ P:I ¼ and so 1 2x 1 e2x e ¼ e2x ¼ : f ð2Þ 4ð4Þ þ 4ð2Þ 2 21 Hence the complete solution of the given equation is y ¼ C:F: þ P:I ¼ c1 ex=2 þ c2 ex=2 þ or 1 1 ðeax QðxÞÞ ¼ eax Q f ðDÞ f ðD þ aÞ ð91Þ Case V. When F(x) ¼ x Q(x) Solution. The symbolic form of the equation is f ðDÞ ¼ ðD m1 ÞðD m2 Þ . . . ðD mn Þ: Then, using partial fractions and Theorem 1.7, we have 1 P:I: ¼ FðxÞ f ðDÞ 1 FðxÞ ðD m1 Þ ðD m2 Þ . . . ðD mn Þ A1 A2 An FðxÞ þ þ ... þ D m1 D m2 D mn Z Z ¼ A1 em1 x FðxÞ em1 x þ A2 em2 x FðxÞ em2 x ¼ Z þ . . . þ An e mn x e2x : 21 EXAMPLE 1.91 2 3x Solve ddx2y 5 dy dx þ 6y ¼ e . Resolving f (D) into linear factors, we have ¼ 1.45 The roots of A.E. are m ¼ 12, – 32. Therefore, the complementary function is Hence eax G ¼ n FðxÞemn x : ðD2 5D þ 6Þy ¼ e3x : The auxiliary equation is m2 5m þ 6 ¼ 0 or ðm 3Þðm 2Þ 0: Therefore m ¼ 2, 3. Then C:F: ¼ c1 e3x þ c2 e2x : Since 3 is a root of auxiliary equation, we use (85) and get P:I ¼ x e3x e3x ¼x ¼ xe3x : ð3Þ ð3 2Þ Hence, the complete solution of the given equation is y ¼ C:F: þ P:I: ¼ c1 e3x þ c2 e2x þ x e3x : EXAMPLE 1.90 2 2x Solve 4 ddxy2 þ 4 dy dx 3y ¼ e . Solution. The symbolic form of the given differential equation is ð4D þ 4D 3Þy ¼ e 2 and so the auxiliary equation is 4m2 þ 4m 3 ¼ 0: 2x Remark 1.2. (a) In the above example, if we use (86), then eax P:I: ¼ x d dD f ðDÞ D¼a ¼x e3x e3x ¼ x e3x : ¼x ½2D 5D¼3 65 (b) We can also find the particular integral in the above case by using Theorem 1.7. In fact, we have 1.46 n Engineering Mathematics-II 1 1 FðxÞ ¼ e3x f ðDÞ ðD 3Þ ðD 2Þ Z 1 2x FðxÞ e2x dx ¼ e D3 Z 1 1 ¼ e2x e3x e2x dx ¼ e3x D3 D3 Z Z 3x 3x 3x 3x ¼e e : e dx ¼ e e0 dx ¼ x e3x : P:I: ¼ EXAMPLE 1.92 Solve d2y dy 3 þ 2y ¼ cos hx: dx2 dx which yields m ¼ ±2. Hence C:F: ¼ c1 e2x þ c2 e2x : Now, using (82) and (87), we have 1 1 1 ðex þsin2xÞ ¼ 2 ex þ 2 sin2x D2 4 D 4 D 4 ex 1 1 1 þ sin2x ¼ ex sin2x: ¼ 2 1 4 44 3 8 P:I: ¼ Hence, the complete solution of the given differential equation is 1 1 y ¼ C:F: þ P:I: ¼ c1 e2x þ c2 e2x ex sin 2x: 3 8 Solution. The auxiliary equation is m2 3m þ 2 ¼ 0; EXAMPLE 1.94 3 2 Solve ddx3y þ ddx2y dy dx – y ¼ cos 2x. which yields m ¼ 1, 2. Therefore, Solution. The auxiliary equation is C:F: ¼ c1 e þ c2 e : 2x m3 þ m2 m 1 ¼ 0; ex þ ex : 2 whose roots are 1, –1, –1. Therefore, x Now cosh x ¼ C:F: ¼ c1 ex þ ðc2 þ c3 xÞex Therefore, Further, 1 1 ex þex P:I: ¼ FðxÞ ¼ 1 1 2 f ðDÞ ðD1ÞðD2Þ cos2x P:I: ¼ FðxÞ ¼ 3 2 f ðDÞ D þD D1 1 1 1 x 1 x e þ : 2 e ¼ : 2 2 D 3Dþ2 2 D 3Dþ2 1 cos2x ¼ 1 1 1 2 x 1 x DD D2 D1 e þ ¼ 2 e 2 D 3Dþ2 2 1þ3þ2 1 1 1 1 cos2x ¼ ¼ xd 2 ex þ ex since f ð1Þ ¼ 0 Dð4Þþð4ÞD1 2 dD ½D 3Dþ2D¼1 12 x 1 1 1 1 ¼ ex þ ex cos2x ¼ cos2x ¼ 2 ½2D3D¼1 12 5D5 5ðDþ1Þ x 1 ¼ ex þ ex : ðD1Þ 1 1 2 12 ¼ cos2x ¼ ðD1Þ cos2x 5ðD2 1Þ 5 41 Hence, the complete solution of the equation is x 1 1 1 y ¼ C:F: þ P:I: ¼ c1 ex þ c2 e2x ex þ ex : ¼ ðD1Þ cos2x ¼ ðDcos2xcos2xÞ 2 12 25 25 EXAMPLE 1.93 1 1 2 ¼ ð2sin2xcos2xÞ ¼ ð2sin2xþcos2xÞ: Solve ddx2y 4y ¼ ex þ sin 2x. 25 25 Solution. The auxiliary equation for the given differential equation is m2 4 ¼ 0; Hence the complete solution is y ¼ c1 ex þ ðc2 þ c2 xÞex 1 ð2 sin 2x þ cos 2xÞ: 25 Ordinary Differential Equations Solution. The auxiliary equation is m – 4 ¼ 0 and m ¼ ±2. Therefore, C:F: ¼ c1 e2x þ c2 e2x : 2 C:F: ¼ c1 e2x þ c2 e2x : Further, 1 1 x2 FðxÞ ¼ 2 f ðDÞ D 4 1 1 2 ¼ x2 ¼ 2 x 2 4D 4 1 D4 1 1 D2 1 ¼ x2 4 4 P:I: ¼ Further, x x 1 1 e e xsinhx ¼ x 2 D2 4 D2 4 1 1 1 xex 2 xex 2 2 D 4 D 4 " # 1 x 1 1 x ¼ e xe x 2 ðDþ1Þ2 4 ðD1Þ2 4 ¼ 1 x 1 1 xex 2 x e 2 D2 þ2D3 D 2D3 " # 1 x 1 1 x xe x ¼ e D2 D2 2 3 1 2D 3 1þ 2D 3 3 3 3 " ( !)1 1 x 2D D2 þ ¼ e 1 x 6 3 3 !)1 # ( 2 2D D ex 1þ x 3 3 1 2D 2D ¼ ex 1þ þ... xex 1 þ... x 6 3 3 1 2 2 ¼ ex xþ ex x 6 3 3 x x x x x e e 2 e þe ¼ 2 2 3 9 1 D2 þ ::: x2 1þ 4 4 1 1 ¼ x2 D2 ðx2 Þ 4 16 1 1 1 1 ¼ x2 ð 2Þ ¼ x2 : 4 16 4 8 ¼ ¼ x 2 ¼ sinhx coshx: 3 9 Hence the solution is y ¼ C:F: þ P:I: x 2 ¼ c1 e2x þ c2 e2x sin hx cos hx: 3 9 EXAMPLE 1.96 2 Solve ddx2y – 4y ¼ x2. 1.47 Solution. The auxiliary equation is m4 – 4 ¼ 0 and so m ¼ ± 2. Therefore, EXAMPLE 1.95 2 Solve ddx2y – 4y ¼ x sin hx. P:I: ¼ n Hence the complete solution is 1 1 y ¼ C:F: þ P:I: ¼ c1 e2x þ c2 e2x x2 : 4 8 EXAMPLE 1.97 2 Solve ddx2y þ 4y ¼ ex þ sin 3x þ x2. Solution. The auxiliary equation is m2 þ 4 ¼ 0 and so m ¼ ± 2i. Therefore, C:F: ¼ c1 cos 2x þ c2 sin 2x: Further, P:I: ¼ 1 1 ðex þ sin 3x þ x2 Þ FðxÞ ¼ 2 f ðDÞ D þ4 1 1 1 ex þ 2 sin 3x þ 2 x2 þ4 D þ4 D þ4 1 1 x 1 1 D2 sin 3x þ 1þ ¼ e þ x2 4 5 9 þ 4 4 1 x 1 1 D2 þ . . . x2 1 ¼ e sin 3x þ 4 5 5 4 ¼ D2 1 1 x2 1 ¼ ex sin 3x þ :2 4 16 5 5 1 1 1 1 ¼ ex sin 3x þ x2 : 5 5 4 8 1.48 n Engineering Mathematics-II Hence the complete solution is Further y ¼ C:F: þ P:I: P:I: ¼ 1 1 1 1 ¼ c1 cos 2x þ c2 sin 2x þ ex sin 3x þ x2 : 5 5 4 8 EXAMPLE 1.98 Solve d2 y dx2 x 2 dy dx þ y ¼ xe sin x. Solution. The auxiliary equation of the given differential equation is m2 2m þ 1 ¼ 0; which yields m ¼ 1, 1. Hence C:F: ¼ ðc1 þ c2 xÞex : 1 ½sin3xcos2x D2 4D þ 3 1 1 ½ 2sin3xcos2x ¼ 2 D 4D þ 3 2 1 1 ½ ðsin5x þ sinxÞ ¼ 2 D 4D þ 3 2 1 1 1 1 sin5x þ : 2 sinx ¼ : 2 2 D 4D þ 3 2 D 4D þ 3 1 1 1 ¼ sin5x þ sinx 2 25 4D þ 3 1 4D þ 3 ¼ 1 1 1 sin5x þ sinx 2 22 4D 2 4D ¼ 1 1 1 sin5x þ sinx 2 2ð11 þ 2DÞ 2ð1 2DÞ ¼ 1 11 2D 1 þ 2D sin5x þ sinx 4 121 4D2 1 4D2 ¼ 1 11 2D 1 þ 2D sin5x þ sinx 4 121 4ð25Þ 1 4ð1Þ The particular integral is 1 1 xex sin x FðxÞ ¼ P:I: ¼ f ðDÞ ðD 1Þ2 ¼ ex 1 2 x sin x ¼ ex 1 x sin x D2 ðD þ 1 1Þ Z 1 1 x sin x dx ¼ ex ðx cos x þ sin xÞ ¼ ex D D Z ¼ ex ðx cos x þ sin xÞ dx ¼ ex ½x sin x cos x cos x ¼ ex ðx sin x þ 2 cos xÞ: Hence the complete solution is y ¼ C:F: þ P:I: ¼ ðc1 þ c2 xÞex ex ðx sin x þ 2 cos xÞ: EXAMPLE 1.99 Solve (D2 – 4D þ 3)y ¼ sin 3x cos 2x . Solution. The auxiliary equation is m 4m þ 3 ¼ 0; 2 which yields m ¼ 3, 1. Therefore, C:F: ¼ c1 e3x þ c2 ex : 1 11 2D 1 þ 2D sin5x þ sinx 4 221 5 " 1 1 ½11sin5x 2Dsin5x ¼ 4 221 # 1 þ ðsinx þ 2DsinxÞ 5 ¼ 1 11 10 1 2 sin5x þ cos5x þ sinx þ cosx 4 221 221 5 5 11 10 1 1 sin5x þ cos5x þ sinx þ cosx: ¼ 884 884 20 10 Hence the complete solution is 11 10 y ¼ c1 e3x þ c2 ex sin 5x þ cos 5x 884 884 1 1 þ sin x þ cos x: 20 10 ¼ EXAMPLE 1.100 Solve (D2 þ 1)y ¼ cosec x. Solution. The auxiliary equation is m2 þ 1 ¼ 0, which yields m ¼ ±i. Thus, C:F: ¼ c1 cos x þ c2 sin x: Ordinary Differential Equations Now n 1.49 Therefore, 1 1 P:I: ¼ cosec x FðxÞ ¼ 2 f ðDÞ D þ1 C:F: ¼ c1 e2x þ c2 e3x : Further 1 cosec x ¼ ðD þ iÞ ðD iÞ P:I: ¼ 1 FðxÞ f ðDÞ ¼ 1 1 1 cosec x 2i D i D þ i ¼ ¼ 1 1 1 cosec x cosec x : 2i D i Dþi ¼e ðcot x iÞ dx ¼ eix ðlog sin x ixÞ: Similarly, 1 cosec x ¼ eix ðlog sin x þ ixÞ: Dþi 1 P:I: ¼ ½eix ðlog sin x ixÞ eix ðlog sin x þ ixÞ 2i ix ix e eix e þ eix ¼ log sin x x 2i 2 ¼ ðlog sin xÞ sin x x cos x: Hence the complete solution is y ¼ c1 cos x þ c2 sin x þ sin x log sin x x cos x: sin 2x 1 sin 2x þD 1 ¼ e2x sin 2x D4 Dþ4 sin 2x ¼ e2x : 2 D 4 Dþ4 sin 2x ¼ e2x 8 Z Therefore, ðD 2Þ2 þ 5ðD 2Þ þ 6 ¼ e2x But, by Theorem 1.7, Z 1 cosec x ¼ eix cosec x eix dx Di Z ix ¼e cosec x ðcos x i sin xÞ dx ¼ eix 1 e2x sin 2x þ 5D þ 6 1 2x D2 D2 ¼ e2x ½D sin 2x þ 4 sin 2x 8 ¼ e2x ½2 cos 2x þ 4 sin 2x: 8 Hence the complete solution is y ¼ C:F: þ P:I: 1 ¼ c1 e2x þ c2 e3x e2x ½2 cos 2x þ 4 sin 2x: 8 EXAMPLE 1.102 3 Solve ddx2y þ y ¼ sin 3x cos2 2x. Solution. The auxiliary equation of the given differential equation is m3 þ 1 ¼ 0 EXAMPLE 1.101 2 2x sin 2x. Solve ddx2y þ 5 dy dx þ 6y ¼ e Solution. The auxiliary equation is m2 þ 5m þ 6 ¼ 0, which yields pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 5 25 24 m¼ ¼ 2; 3: 2 or ðm þ 1Þðm2 m þ 1Þ ¼ 0 pffiffi and so m ¼ –1, 12 ± 23 i. Therefore, C:F: ¼ c1 ex þe x=2 pffiffiffi pffiffiffi 3 3 x þ c3 sin x : c2 cos 2 2 1.50 n Engineering Mathematics-II On the other hand, which yields m = 1, 1, 4. Therefore, 1 1 C:F: ¼ ðc1 þ c2 xÞex þ c3 e2x : sin3x ð1þcosxÞ P:I: ¼ 3 D þ1 2 Further 1 1 1 sin3x ð1þcosxÞ ¼ 3 x2 ex P:I: ¼ 3 D þ1 2ðD3 þ1Þ D 3D þ 2 1 1 1 sin3x ½1þcosx ¼ x2 ¼ ex 3 DD2 þ1 2ð1þD3 Þ ðD þ 1Þ 3ðD þ 1Þ þ 2 1 1 1 1 ½1þcosx sin3x ¼ x2 ¼ ex 3 x2 ¼ ex 2 9Dþ1 2ð1þD3 Þ 2 D þ 3D 3D 1 þ D3 " 1 1 1 2 # cosx sin3x ð1þD3 Þ1 ð1Þ ¼ 1 D D 3 x 19D 2 2ð1þD Þ ¼e 1 þ :: x2 3D2 3 3 1þ9D 1 sin3x ð1D3 þ::Þð1Þ ¼ 2 ex D D2 181D 2 . . . x2 ¼ 1 þ 2 1 3D 9 3 cosx 2þ2DD2 ex Dx2 D2 x2 2 þ ¼ x 1þ9D 1 1 3D2 3 9 ¼ sin3x cosx 181ð9Þ 2 22D x e 2x 2 ¼ x2 þ 1þ9D 1 2þ2D 2 3D 3 9 sin3x cosx ¼ 730 2 44D2 Z Z x Z e 2 2 2 1 1 2þ2D x dx ¼ x dx þ dx ðsin3xþ27cos3xÞ cosx ¼ 3D 3 9 730 2 8 1 1 1 1 ex x3 x2 2 þ x ðsin3xþ27cos3xÞ cosxþ sinx ¼ ¼ 730 2 4 4 3D 3 3 9 Z 2 Z 1 1 1 x Z 3 e x x 2 ðsin3xþ27cos3xÞ ðcosxsinxÞ: ¼ ¼ dx dx þ x dx 730 2 4 3 3 3 9 Hence the complete solution is pffiffiffi pffiffiffi 3 3 x þ c3 sin xÞ y ¼ c1 ex þ ex=2 ðc2 cos 2 2 1 1 þ ðsin 3x þ 27 cos 3xÞ 730 2 1 ðcos x sin xÞ : 4 EXAMPLE 1.103 3 2 x Solve ddx3y 3 dy dx þ 2y ¼ x e : Solution. The symbolic form of the given equation is ðD3 3D þ 2Þy ¼ x2 ex : Its auxiliary equation is m3 3mþ2 ¼ 0; ¼ ex x4 x3 x2 ex þ ¼ ½3x4 4x3 þ 4x2 3 12 9 9 108 ¼ x2 ex 2 ½3x 4x þ 4: 108 Hence complete solution is y ¼ C:F: þ P:I: ¼ ðc1 þ c2 xÞex þ c3 e2x þ x2 ex 2 ½3x 4x þ 4: 108 EXAMPLE 1.104 Solve (D2 1)y = x sin 3x + cos x. Solution. The auxiliary equation for the given differential equation is m2 1 = 0, and so m = ±1. Therefore, C:F: ¼ c1 ex þ c2 ex : Ordinary Differential Equations Further, 1 ðx sin3xþcosxÞ P:I: ¼ 2 D 1 1 1 xðI:P: of e3ix Þ þ 2 cos x ¼ 2 D 1 D 1 1 1 x e3ix þ cos x ¼ I:P: of 2 D 1 ð12 Þ 1 " # 1 1 ¼ I:P:of e3ix x cos x 2 2 ðD þ 3iÞ 1 1 cos x ¼ I:P:of e3ix 2 x D þ 6iD 10 2 " # 1 1 cos x ¼ I:P:of e3ix 2 x 6 2 10 1 10 iD D10 " # 1 2 1 3 D iD þ ¼ I:P:of e3ix 1 x 10 10 5 1 cos x 2 1 3 D2 þ :: x ¼ I:P:of e3ix 1 þ iD þ 10 10 5 1 cos x 2 1 3 1 3ix x þ i cos x ¼ I:P:of e 10 5 2 1 3 ¼ I:P:of ðcos 3x þ i sin 3xÞ x þ i 10 5 1 cos x 2 1 3i ¼ I:P:of½xcos3xþixsin3xþ cos 3x 10 5 3 1 sin3x cos x 5 2 1 3 ¼ I:P:of x cos 3x sin 3x 10 5 3 1 þi cos3x þ xsin3x cos x 5 2 1 3 1 cos 3x þ x sin 3x cos x: ¼ 10 5 2 Hence the complete solution of the given differential equation is y ¼ C:F: þ P:I: ¼c1 ex þc2 ex 1 3 1 cos 3x þ x sin 3x cos x: 10 5 2 1.17 n 1.51 METHOD OF VARIATION OF PARAMETERS TO FIND PARTICULAR INTEGRAL Definition 1.23. Let y1(x), y2(x), . . ., yn(x) be the functions defined on [a, b] such that each function possesses n 1 derivatives on [a, b]. Then the determinant y1 y2 ::: yn y0 y02 ::: y0n 1 ::: ::: ::: W ðy1 ; y2 . . . ; yn Þ ¼ ::: ::: ::: ::: ::: ðn1Þ ðn1Þ ðn1Þ y y2 ::: yn 1 is called the Wronskian of the set {y1, y2, . . ., yn}. If the Wronskian of a set of n functions on [a, b] is non-zero for atleast one point in [a, b], then the set of n functions is linearly independent. If the Wronskian is identically zero on [a, b] and each of the function is a solution of the same linear differential equation, then the set of functions is linearly dependent. The method of variation of parameters is applicable to the differential equation of the form d2y dy þ p þ qy ¼ FðxÞ; ð92Þ 2 dx dx where p, q, and F are functions of x. Let the complementary function of (92) be y=c1y1+c2y2.. Then y1 and y2 satisfy the equation d2y dy þ p þ qy ¼ 0 ð93Þ dx2 dx Replacing c1 and c2 (regarded as parameters) by unknown functions u(x) and v(x), we assume that particular integral of (92) is y ¼ uy1 þvy2 : ð94Þ Differentiating (94) with respect to x, we get y0 ¼ uy01 þ xy02 þ u0 y1 þ x0 y2 ¼ uy01 þ xy02 ; under the assumption that u 0 y1 þ v0 y2 ¼ 0 ð95Þ ð96Þ Differentiating (95) with respect to x, we get y00 ¼ uy001 þvy002 þu0 y1 þv0 y02 : ð97Þ Substituting the values of y, y0 , and y 00 from (94), (95), and (97) in (92), we have uy1 00 þvy2 00 þu0 y1 0 þv0 y2 0 þpðuy1 0 þvy2 0 Þ þ qðuy1 þvy2 Þ ¼FðxÞ 1.52 n Engineering Mathematics-II or Therefore, 00 0 00 0 uðy1 þpy1 þ qy1 Þþvðy2 þpy2 þqy2 Þ Since y1, y2 satisfy (93), the above expression reduces to ð98Þ Solving (96) and (98), we get u0 ¼ where y W ¼ 10 y1 y2 FðxÞ y1 FðxÞ and v0 ¼ ; W W y2 FðxÞ dx þ y2 W Z y1 FðxÞ dx W Z Z 3x 3x x e3x :e3x e :e 3x dx þ xe ¼ e3x 2 6x x e x2 e6x Z Z dx 1 ¼ e3x dx þ xe3x x x2 1 ¼ e3x log x þ x e3x ¼ e3x ðlog x þ 1Þ: x P:I: ¼ y1 þ u0 y1 0 þv0 y2 0 ¼FðxÞ: u0 y01 þv0 y02 ¼ FðxÞ: Z Hence the complete solution is y ¼ C:F: þ P:I: ¼ ðc1 þ c2 xÞe3x e3x ðlog x þ 1Þ y2 ¼ y1 y02 y1 0 y2 : y02 ¼ ½kþc2 xlog xe3x where k ¼ c1 1: Integrating, we have Z Z y2 FðxÞ y1 FðxÞ dx ; v ¼ dx: u¼ W W EXAMPLE 1.106 Using method of variation of parameters, solve d2 y dx2 þ y ¼ sec x. Substituting the value of u and v in (94), we get Z Z y2 FðxÞ y1 FðxÞ P:I: ¼ y ¼ y1 dx þ y2 dx: W W Solution. The auxiliary equation for the given differential equation is m2 + 1 = 0 and so m = ± i. Thus EXAMPLE 1.105 Using method of variation of parameters, solve d2 y dy e3 x dx2 6 dx þ 9y ¼ x2 . To find P.I., let Solution. The auxiliary equation for the given differential equation is m2 6mþ9 ¼ 0; Then cos x sin x W ¼ sin x cos x ¼ cos2 xþsin2 x¼ 1: Z y2 FðxÞ y1 FðxÞ dx þ y2 dx P:I: ¼ y1 W W Z Z sin x sec x cos x sec x dx dx þ sin x ¼ cos x 1 1 ¼ cos x log cos xþx sin x: C:F: ¼ ðc1 þc2 xÞ e3x . Thus, we get y1 ¼ e3x and y2 ¼ x e3x : ¼ e6x : y1 ¼ cos x and y2 ¼ sin x: Therefore, which yields m = 3, 3. Therefore, The Wronskian of y1, y2 is y1 y2 W¼ 0 y1 y02 e3x x e3x ¼ 3e3x ð3x þ 1Þe3x C:F: ¼ c1 cos xþc2 sin x: Z Hence the complete solution is y ¼ C :F: þ P:I: ¼c1 cos xþc2 sin x þ cos x log cos xþx sin x: EXAMPLE 1.107 Solve the given equation using method of variation of parameters d2 y dx2 þy¼ cosec x: Ordinary Differential Equations Solution. The symbolic form of the differential equation is ðD2 þ1Þy ¼ cosec x: Its auxiliary equation is m2 + 1 = 0 and so m = ± i. Therefore, C:F: ¼ c1 cos xþc2 sin x: To find P.I., let y1 ¼ cos x Then Wronskian y y2 W ¼ 10 y1 y02 Therefore, Z P:I: ¼ y1 Z ¼ cos x and ¼ y2 ¼ sin x: cos x sin x sin x cos ¼ 1: y2 FðxÞ dx þ y2 W Z y1 FðxÞ dx W sin x cosec x dx Z þ sin x cos x cosec x dx Z Z cos x ¼ cos x dx þsin x dx sin x ¼ x cos xþsin x log sin x: Therefore, n 1.53 Z Z y2 FðxÞ y1 FðxÞ P:I: ¼ y1 dx þ y2 dx W W Z 2x x Z x e :e sin x e sin x ¼ dx þ e2x dx 2e2x 2e2x Z Z 1 e2x ex sin x dx e x sin x dx þ ¼ 2 2 1 ¼ e x sin x: 2 Hence the complete solution is 1 y ¼ C:F: þ P:I: ¼ c1 þ c2 e2x e x sin x: 2 EXAMPLE 1.109 Solve y 00 2y0 + 2y = e x tan x. Solution. The auxiliary equation is m2 2m + 2 = 0 pffiffiffiffiffiffi and so m ¼ 2 248 ¼ 1 i: Hence, C:F: ¼ex ðc1 cos xþc2 sin xÞ: Let y1 ¼ ex cos x and y2 ¼ ex sin x: Then the Wronskian of y1, y2 is ex sin x ex cos x W ¼ x x e ðcos x sin xÞ e ðcos x þ sin xÞ ¼ e2x : Hence the complete solution is y ¼ C :F: þ P:I: ¼c1 cos xþc2 sin x x cos xþsinx log sinx: EXAMPLE 1.108 Solve the given equation using method of variation of parameters d2y dy 2 ¼ e x sin x: 2 dx dx Solution. The auxiliary equation is m2 2m = 0 or m(m 2) = 0 and so m = 0,2. Hence C:F: ¼ c1 þc2 e : 2x Now let y1 ¼ 1 and y2 ¼ e2x : Then the Wronskian of y1, y2 is 1 e2x ¼ 2e2x : W ¼ 0 2e2x Therefore Z Z y2 FðxÞ y1 FðxÞ dx þ y2 dx P:I: ¼ y1 W W Z x e sin xex tan x ¼ ex cos x dx e2x Z x e cos xex tan x dx þ ex sin x e2x Z ¼ ex cos x ðsec x cos xÞ dx Z þ ex sin x sin x dx ¼ ex cos x½logðsec x þ tan xÞ sin x ex sin x cos x ¼ ex cos x logðsec x þ tan xÞ: Hence the complete solution is y ¼ C :F: þ P:I: ¼ ex ðc1 cos x þ c2 sin xÞ ex cos x logðsec x þ tan xÞ: 1.54 n Engineering Mathematics-II EXAMPLE 1.110 Using method of variation of parameters, solve the differential equation d2y þ 4y¼ tan 2x: dx2 Solution. The symbolic form of the given differential equation is ðD2 þ4Þy ¼ tan 2x: Its auxiliary equation is m2 + 4 = 0, which yields m = ± 2i. Thus, C:F: ¼ c1 cos 2xþc2 sin 2x: To find P.I., let y1 ¼ cos 2x and y2 ¼ sin 2x: Then Wronskian W is cos 2x sin 2x W ¼ 2 sin 2x 2 cos 2x Hence, Z y2 FðxÞ y1 FðxÞ dx þ y2 dx W W Z cos 2x sin 2x tan 2x dx ¼ 2 Z sin 2x þ cos 2x tan 2x dx x Z cos 2x sin2 2x dx ¼ 2 cos 2x Z sin 2x þ cos 2x tan 2x dx 2 Z cos 2x 1 cos2 2x dx ¼ 2 cos 2x Z sin 2x þ cos 2x tan 2x dx 2 Z 1 ¼ cos 2x ðsec 2x cos 2xÞdx 2 Z 1 þ sin 2x sin 2x dx 2 1 ¼ cos 2x½logðsec 2x þ tan 2xÞ sin 2x 4 1 sin 2x cos 2x 4 1 ¼ cos 2x logðsec 2x þ tan 2xÞ: 4 P:I: ¼ y1 Z ¼ 2: Hence the complete solution is y ¼ C:F: þ P:I: ¼c1 cos 2xþc2 sin2x 1 cos 2x logðsec 2x þ tan 2xÞ: 4 EXAMPLE 1.111 Solve the equation using the method of variation of parameters d2y dy 2 þ y ¼ ex log x: dx2 dx Solution. The auxiliary equation is m2 2m + 1 = 0 and so m = 1, 1. Thus, C:F: ¼ ðc1 þc2 xÞe x : To find P.I., let y1 = ex, y2 = xex. Then x e x ex 2x W ¼ x x ¼ e : e ðx þ 1Þe Therefore, Z Z y2 FðxÞ y1 FðxÞ dx þ y2 dx P:I: ¼ y1 W W Z Z x x x x x e :e e :e log x ¼ e x log x dx þ xe x dx 2x e2x Z e Z ¼ e x x log x dx þ xe x log x dx Z 2 x2 x ¼ e x log x dx 2 2x Z x dx þ x e x x log x x 2 x x2 log x þ x2 e x log x x2 e x ¼ e x 2 4 x2 x2 ¼ e x log x þ e x þ x2 e x log x x2 e x 2 4 1 x 2 3 2 x 1 2 x ¼ e x log x x e ¼ x e ð2 log x 3Þ: 2 4 4 Hence the complete solution is 1 y ¼ C:F: þ P:I: ¼ ðc1 þc2 xÞe x þ x2 e x ð2 log x 3Þ: 4 1.18 DIFFERENTIAL EQUATIONS WITH VARIABLE COEFFICIENTS In this section, we shall consider differential equations with variable coefficients which can be reduced to linear differential equations with constant coefficients. n Ordinary Differential Equations The general form of a linear equation of second order is d2y dy þ P þ Qy ¼ R; dx2 dx where P, Q and R are functions of x only. For example, d2y dy þ x þ x2 y ¼ cos x dx2 dx is a linear equation of second order. If the coefficients P and Q are constants, then such type of equation can be solved by finding complementary function and particular integral as discussed earlier. But, if P and Q are not constants but variable, then there is no general method to solve such problem. In this section, we discuss three special methods to handle such problems. (A) Method of Solution by Changing Independent Variable Let d2y dy þ P þ Qy ¼ R; ð99Þ dx2 dx be the given linear equation of second order. We change the independent variable x to z by taking z ¼ f ðxÞ. Then dy dy dz ¼ : ; dx dz dx and d 2 y dy d 2 z d 2 y dz 2 þ ¼ : dx2 dz dx2 dz2 dx Substituting these values in (99), we get d 2 y dz 2 dy d 2 z dy dz þP : þQy¼R þ 2 2 dz dx dz dx dz dx or d 2 y dz dz2 dx 2 or d 2 y dy þ dz2 dz þ " dy d 2 z dz þQy¼R þp dz dx2 dx # dz þ P dx Q R þ 2 y ¼ 2 dz2 dz dz d2 z dx2 dx dx or d2y dy þ P1 þ Q1 y ¼ R1 ; dz2 dz dx 1.55 where d2 z P1 ¼ dx 2 dz þ P dx ; dz 2 dx Q Q1 ¼ dz 2 dx ; R1 ¼ R : dz 2 and dx Using the functional relation between z and x, it follows that P1 ; Q1 and R1 are functions of x. Choose z so that P1 ¼ 0, that is, d2z dz þ P ¼ 0; 2 dx dx which yields dz ¼ e dx or Z z¼ e R R Pdx Pdx dx: If for this value of z, Q1 becomes constant or a constant divided by z2 , then the equation (99) can be integrated to find its solution. EXAMPLE 1.112 2 2 Solve ddx2y þ cot x dy dx þ 4y cosec x ¼ 0. Solution. Comparing with the standard form, we get P ¼ cot x; Q ¼ 4 cosec2 x and R ¼ 0: If we choose z such that P1 ¼ 0, then z is given by Z R Pdx dx z¼ e Z R ¼ e cot x dx dx Z ¼ elog cosec x dx Z x ¼ cosec x dx ¼ log tan : 2 Then Q 4 cosec2 x ¼ 4; Q1 ¼ 2 ¼ dz cosec2 x dx 1.56 n Engineering Mathematics-II and R R1 ¼ 2 ¼ dz dx 0 ¼ 0: cosec2 x Therefore the given equation reduces to d2y þ 4y ¼ 0; dz2 or, in symbolic form, ðD2 þ 4Þy ¼ 0: The auxiliary equation for this differential equation is m2 þ 4 ¼ 0, which yields m ¼ 2i. Therefore the solution of the given equation is y ¼ c1 cos 2z þ c2 sin 2z x x ¼ c1 cos 2 log tan þ c2 sin 2 log tan : 2 2 EXAMPLE 1.113 2 3 5 Solve x ddx2y dy dx 4x y ¼ x . Solution. Dividing throughout by x, the given differential equation reduces to d 2 y 1 dy 4x2 y ¼ x4 : dx2 x dx Comparing with the standard form, we have 1 P ¼ ; Q ¼ 4x2 ; and R ¼ x4 : x Choose z so that P1 ¼ 0. Then Z Z R Z R 1 Pdx dx x z¼ e dx ¼ e dx ¼ elog x dx Z ¼ x dx ¼ x2 : 2 Further, Q 4x2 Q1 ¼ 2 ¼ 2 ¼ 4; dz x dx and R x4 R1 ¼ 2 ¼ 2 ¼ x2 : dz x dx Hence the given equation reduces to d2y 4y ¼ x2 ¼ 2z dx2 or ðD2 4Þy ¼ 2z: The auxiliary equation for this differential equation is m2 4 ¼ 0 and so m ¼ 2. Therefore C.F ¼ c1 e2z þ c2 e2z ¼ c1 ex þ c2 ex : 2 2 Now 1 1 2 D2 ð2zÞ ¼ 1 ðzÞ 4 D2 4 4 1 D2 þ ::: ðzÞ ¼ 1þ 4 2 z x2 ¼ ¼ : 4 2 Hence the complete solution of the given differential equation is 1 2 2 y ¼ C.F þ P.I ¼ c1 ex þ c2 ex x2 4 P.I ¼ EXAMPLE 1.114 2 3 Solve x2 ddx2y 2x dy dx þ 2y ¼ x . (This equation is Cauchy–Euler equation and has also been solved in Example 1.121 by taking t ¼ log x). Solution. Dividing the given equation throughout by x2 , we get d 2 y 2 dy 2 þ y ¼ x: dx2 x dx x2 Comparing with the standard form, we have 2 2 P ¼ ; Q ¼ 2 and R ¼ x: x x Choosing z such that P1 ¼ 0, we have Z Z R R1 Pdx z¼ e dx ¼ e2 xdx dx Z Z x3 2 log x dx ¼ x2 dx ¼ : ¼ e 3 Therefore the given equation reduces to d2y þ Q1 y ¼ R1 ; dz2 where 2 Q 2 2 2 Q 1 ¼ 2 ¼ x 2 ¼ 6 ¼ 2 dz x 9z ðx2 Þ dx and R1 ¼ R dz 2 dx ¼ x 1 1 ¼ ¼ : x4 x3 3z Ordinary Differential Equations Hence the equation reduces to n 1.57 Then 2 d y 2y 1 þ ¼ dx 9z2 3z or d2y þ 2y ¼ 3z: dz2 Let X ¼ log z so that z ¼ eX and (see Example 2 1.121), z2 ddz2y ¼ DðD 1Þy. Thus the equation now reduces to 9z2 ½9DðD 1Þ þ 2y ¼ 3eX dy dz dv ¼v þz ; dx dx dx d2y d2z dv dz d2v : þ z ¼ v þ 2 : dx2 dx2 dx dx dx2 Therefore equation (100) reduces to d2v dz dv z 2 þ 2 þ Pz dx dx dx 2 d z dz þ P þ Qz v¼R þ dx2 dx or or ð9D2 9D þ 2Þy ¼ 3eX : The auxiliary equation for this symbolic equation is m2 9m þ 2 ¼ 0; which yields m ¼ 23 ; 13. Hence the complementary function is given by 2 1 C.F ¼ c1 e3X þ c2 e3X 2 d2v 2 dz dv 1 d 2 z dz R þ Pþ þ P þ Qz v ¼ þ dx2 z dx dx z dx2 dx z or d2v dv þ P1 þ Q 1 v ¼ R 1 ; 2 dx dx where 2 dz ; P1 ¼ P þ z dx 2 1 d z dz R Q1 ¼ þ P þ Qz ; R1 ¼ : z dx2 dx z 1 ¼ c1 e3 log z þ c2 e3 log z 2 1 ¼ c1 z3 þ c2 z3 ¼ c3 x2 þ c4 x: Further, 1 eX 9D2 9D þ 2 1 3 3 eX ¼ eX ¼ elog z ¼3 99þ2 2 2 3 3 x3 ¼ z¼ 2 2 3 1 3 ¼ x : 2 Hence the complete solution of the given differential equation is 1 y ¼ C.F þ P.I ¼ c3 x2 þ c4 x þ x3 : 2 (B) Method of Solution by Changing the Dependent Variable This method is also called the ‘‘Method of Removing First Derivative’’. Let P.I ¼ 3 By making proper choice of z, any desired value can be assigned to P1 or Q1 . In particular, if P1 ¼ 0, then 2 dz Pþ : ¼0 z dx or dz Pz ¼ dx 2 or dz 1 ¼ Pdx: z 2 Integrating, we get Z 1 Pdx log z ¼ 2 or z ¼ e 2 1 2 d y dy þ P þ Qy ¼ R ð100Þ dx2 dx be the given linear equation of second order. We change the dependent variable y by taking y ¼ vz. ð101Þ R Pdx Therefore, dz P 1 ¼ e 2 dx 2 R : Pdx 1.58 n Engineering Mathematics-II and R 1 2 d z ¼ e 2 dx2 Hence the required solution is Pdx y ¼ vz ¼ ðc1 e2x þ c2 e2x Þ sec x: 2 P 1 dP : 4 2 dx Putting these values in Q1 , we get 1 dP P2 Q1 ¼ Q : 4 2 dx Hence the equation (101) reduces to d2v 1 dP P2 v ¼ R1 : þ Q 4 dx2 2 dx EXAMPLE 1.116 2 2 x2 Solve ddx2y 4x dy dx þ ð4x 3Þy ¼ e : Solution. We have 1 dP P2 4 2 dx 1 2 ¼ 4x 3 ð4Þ 4x2 2 ¼ 1 Q1 ¼ Q ð102Þ The equation (102) is called the normal form of the given differential equation (100) and we observe that this equation does not have first derivative. That is why, the present method is called the ‘‘Method of Removing First Derivative’’. The normal form (102) can be solved by using already discussed methods. EXAMPLE 1.115 2 Solve ddxy2 2 tan x dy dx 5y ¼ 0 by the method of removing first derivative. Solution. Comparing the given equation with standard form, we have P ¼ 2 tan x ; Q ¼ 5 ; R ¼ 0: and z ¼ e2 1 Pdx ¼ e2 R x dx 2 ¼ ex : The normal form of the given equation is 2 2 d2v ex ex ¼ x2 ¼ 1 v¼ 2 z dx e or ðD2 1Þv ¼ 1: Therefore A.E is m2 1 ¼ 0, which yields m ¼ Thus, C.F ¼ c1 ex þ c2 ex : 1. Moreover, Therefore, P.I ¼ 1: 1 dP P2 ¼ 5 þ sec2 x tan2 x Q1 ¼ Q 4 2 dx ¼ 5 þ ð1 þ tan2 xÞ tan2 x ¼ 4; and z¼e R 12 R Pdx ¼e R Hence, v ¼ C.F þ P.I ¼ c1 ex þ c2 ex 1: But y ¼ vz. Therefore y ¼ ðc1 ex þ c2 ex 1Þex : 2 tan x dx ¼ sec x: The normal form of the given equation is d2v þ Q 1 v ¼ R1 dx2 or d2v 4v ¼ 0 dx2 or ðD2 4Þv ¼ 0: The auxiliary equation for this symbolic form is m2 4 ¼ 0. Therefore m ¼ 2 and so v ¼ c1 e2x þ c2 e2x (c) Method of Undetermined Coefficients This method is used to find Particular integral of the differential equation FðDÞ ¼ X , where the input (forcing) function X consists of the sum of the terms, each of which possesses a finite number of essentially different derivatives. A trial solution consisting of terms in X and their finite derivatives is considered. Putting the values of the derivatives of the trial solution in f ðDÞ and comparing the coefficient on both sides of f ðDÞ ¼ X , the P I can be found. Obviously the method fails if X consists of terms like sec x and tan x having infinite number of different derivatives. Further, if any term in the trial solution is a part of the complimentary Ordinary Differential Equations n 1.59 function, then that term should be multiplied by x and then tried. which yields m ¼ 2; 2. Hence EXAMPLE 1.117 2 Solve ddx2y þ y ¼ ex þ sin x. The forcing function is ex sin x. Its derivative is ex cos x þ ex sin x. Therefore, we consider Solution. The symbolic form of the given differential equation is ðD2 þ 1Þy ¼ ex þ sin x: The auxiliary equation is m þ 1 ¼ 0. Therefore m ¼ i and so C.F ¼ c1 cos x þ c2 sin x: 2 The forcing function consists of terms ex and sin x. Their derivatives are ex and cos x. So consider the trial solution. y ¼ aex þ bx sin x þ c x cos x: Then, dy ¼ a ex þ bðx cos x þ sin xÞ þ cðcos x x sin xÞ dx d2y ¼ a ex þ b½ cos x x sin x þ cos x dx2 þ c½ sin x sin x x cos x ¼ a ex þ 2b cos x bx sin x 2c sin x c x cos x x ¼ a e þ ð2b c xÞ cos x ðbx þ 2cÞ sin x: 2 Substituting the values of ddx2y and y in the given equation, we get 2a ex þ 2b cos x 2c sin x ¼ ex þ sin x: Comparing corresponding coefficients, we have 2a ¼ 1 ; 2b ¼ 0 and 2c ¼ 1: Thus a ¼ 12 ; b ¼ 0 ; c ¼ 12 and so 1 1 P.I ¼ ex x cos x: 2 2 Hence the solution is 1 1 y ¼ c1 cos x þ c2 sin x þ ex x cos x: 2 2 EXAMPLE 1.118 2 x Solve ddx2y 4 dy dx þ 4y ¼ e sin x. Solution. The symbolic form of the given differential equation is m2 4m þ 4 ¼ 0 C.F ¼ ðc1 þ c2 xÞe2x : y ¼ aex sin x þ bex cos x as the trial solution. Then dy ¼ aðex cos x þ ex sin xÞ þ bðex cos x ex sin xÞ dx ¼ ða þ bÞex cos x þ ða bÞex sin x; d2y ¼ ða þ bÞ½ex cos x ex sin x dx2 þ ða bÞ½ex cos x þ ex sin x ¼ 2a ex cos x 2bex sin x: Substituting the values of d 2 y dy dx2 ; dx and y in the given differential equation, we get 2a ex cos x 2b ex sin x 4ða þ bÞex cos x 4ða bÞex sin x þ 4aex sin x þ 4bex cos x ¼ ez sin x or 2aex cos x þ 2bex sin x ¼ ex sin x: Comparing coefficients, we get 2b ¼ 1 or b ¼ 12. Hence 1 P.I ¼ ex cos x 2 and so the complete solution of the given differential equation is 1 y ¼ C.F þ P.I ¼ ðc1 þ c2 xÞe2x þ ex cos x: 2 (D) Method of Reduction of Order This method is used to find the complete solution of d2 y dy dx2 þ P dx þ Q y ¼ R, where P, Q and R are function of x only, and when part of complementary function is known. So, let u, a function of x, be a part of the complementary function of the above differential equation. Then, d2u du ð103Þ þ P þ Q U ¼ 0: dx2 dx Let y ¼ u v be the complete solution of the given differential equation, where v is also a function of x. 1.60 n Engineering Mathematics-II Then dy dv du ¼u þv ; dx dx dx d2y d2v du dv d2v ¼ u þ 2 : : þ v dx2 dx2 dx dx dx2 2 Substituting these values of ddxy2 ; dy dx and y in the given equation, we get d2v du dv d2v dv du þQuv u 2 þ2 : þv 2 þP u þv dx dx dx dx dx dx Integrating (105) with respect to x, we get Z Z R R 1 Pdx Pdx v¼ R u e e dx þ c1 þ c2 ; u2 where c1 and c2 are constants of integration. Hence the complete solution of the given differential equation is y ¼ uv ¼u Z 1 e u2 R Z Pdx R Rue Pdx dx þ c1 þ c2 u: ¼R or 2 d v du dv d u du u 2 þ 2 þ Pu : þ þ P þ Q u v dx dx dx dx2 dx 2 ¼R or, using (103), d2v du dv ¼R u 2 þ 2 þ Pu dx dx dx 2 Solution. Let y ¼ uv, where u ¼ ex be the complete solution of the given equation. Then or, division by u yields, d2v 2 du dv R þ þP ¼ 2 dx u dx dx u or, taking dv dx ¼ z, we get dz 2 du R þ þP z¼ ; dx u dx u d2v 2 du dv þ Pþ ¼ 0; dx2 u dx dx where P ¼ 4x ; Q ¼ 4x2 2 ð104Þ which is a first order differential equation in z and x. The integration factor for (104) is R 2 du I:F ¼ e ðu dxþPÞdx R R 2 ¼ e udxþ pdx R ¼ u2 e pdx : Therefore, the solution of (104) is Z R R R 2 pdx u e z u2 e Pdx ¼ dx þ c1 u or 1 R z¼ u2 e or dv 1 ¼ 2 e dx u R Z Pdx R R 2 u e u Z Pdx R Ru e Pdx Pdx and R ¼ 0. Thus d2v 2 dv 2 ¼0 þ 4x þ x2 ð2xex Þ dx2 dx e or d2v dv þ ½4x 4x ¼ 0 dx2 dx or d2v ¼ 0: dx2 Integrating, we get dv ¼ c1 : dx Integrating once more, we get v ¼ c1 x þ c 2 : dx þ e dx þ c1 : EXAMPLE 1.119 Find the complete solution of d 2y dy 4x þ ð4x2 2Þy ¼ 0; 2 dx dx 2 if y ¼ ex is an integral included in the complementary solution. ð105Þ Hence the complete solution is 2 y ¼ uv ¼ ex ½c1 x þ c2 : Ordinary Differential Equations n 1.61 EXAMPLE 1.120 2 Solve sin2 x ddx2y ¼ 2y, given that y ¼ cot x is an integral included in the complementary function. Hence the complete solution is Solution. The given equation is d2y ð2cosec2 xÞy ¼ 0: dx2 Comparing with d2y dy þ P þ Q y ¼ R; dx2 dx we get (E) Cauchy–Euler Homogeneous Linear Equation Consider the following differential equation with variable coefficients: dny d n1 y dy xn n þ a1 xn1 n1 þ ::: þ an1 x dx dx dx ð109Þ þ an ¼ FðxÞ; P ¼ 0; Q ¼ 2 cosec2 x; R ¼ 0: Therefore, putting y ¼ uv ¼ ðcot xÞv, the reduced equation is d2v 2 du dv ¼ 0; þ Pþ dx2 u dx dx y ¼ u v ¼ cot x½c1 ðtan x xÞ þ c2 ¼ c1 ð1 x cot xÞ þ c2 cot x: where ai are constant and F is a function of x. This equation is known as Cauchy–Euler homogeneous linear equation (or equidimensional equation). The Cauchy–Euler homogeneous linear equation can be reduced to linear differential equation with constant coefficients by putting x = et or t = log x. Then, dy dy dt dy 1 ¼ : ¼ : dx dt dx dt x that is, d2v 2 dv ðcosec2 xÞ ¼0 þ dx2 cot x dx or or x d2v dv 2cosec2 x ¼ 0: dx2 dx dv Let dx ¼ z. Then (106) reduces to dz cot x ð2cosec2 xÞz ¼ 0 dx or dz cosec2 x ¼2 dx: z cot x Integrating (107), we get log z ¼ 2 log cot x þ log c1 cot x ð106Þ Now, ð107Þ dy dy ¼ ¼ Dy: dx dt d2y d 1 dy 1 dy 1 d 2 y dt ¼ : ¼ þ dx2 dx x dt x2 dt x dt2 dx 1 dy 1 d 2 y ¼ 2 þ 2 2 x dt x dt and so x2 d 2 y d 2 y dy ¼ D2 yDy¼ DðD 1Þy: ¼ dx2 dt2 dt or Similarly, log z þ log cot2 x ¼ log c1 or x3 z ¼ c1 tan2 x or dv ¼ c1 tan2 x ¼ c1 ðsec2 x 1Þ dx Integrating (108), we get v ¼ c1 ðtan x xÞ þ c2 ; where c1 and c2 are constants of integration. ð108Þ d3y ¼ DðD 1ÞðD 2Þy dx2 and so on. Putting these values in (109), we obtain a linear differential equation with constant coefficients which can be solved by using the methods discussed already. EXAMPLE 1.121 2 3 Solve x2 ddx2y 2x dy dx þ 2y ¼ x : 1.62 n Engineering Mathematics-II Solution. This is a Cauchy–Euler equation. Putting 2 d2 y x = et or t = log x, we have x dy dx ¼ Dy; x dx2 ¼ DðD 1Þy: Hence the given equation transforms to Now P:I: ¼ ðDðD 1Þ 2D þ 2Þy ¼ e3t or ðD2 3D þ 2Þy ¼ e3t ; which is a linear differential equation with constant coefficient. The auxiliary equation is m2 3m + 2 = 0 and so m = 1, 2. Therefore C:F: ¼ c1 et þ c2 e2t : The particular integral is 1 1 P:I: ¼ e3t FðxÞ ¼ 2 f ðDÞ D 3D þ 2 1 1 ¼ e3t ¼ e3t : 99þ2 2 1 3t e 2 Returning back to the variable x, we have 1 y ¼ c1 xþc2 x2 þ x3 : 2 EXAMPLE 1.122 Solve the Cauchy–Euler equation d2y dy x2 2 x þ y ¼ log x: dx dx Solution. Putting x = et, we have dy d2y x ¼ Dy and x2 2 ¼ DðD 1Þy dx dx and so the equation transforms to ðDðD 1Þ D þ 1Þy ¼ t or ðD 1Þ2 y ¼ t: The complementary function is C:F: ¼ ðc1 þc2 tÞet : t ¼ ð1 DÞ2 t ¼ ð1 þ 2D þ . . .Þt ¼ tþ2: Hence the complete solution is y ¼ C:F: þ P:I: ¼ ðc1 þc2 tÞet þtþ2: Returning back to x, we get y ¼ ðc1 þc2 log xÞxþlog xþ2: EXAMPLE 1.123 Solve Cauchy–Euler equation d2y dy x2 2 þ x þ y ¼ log x sinðlog xÞ: dx dx Solution. Putting x = et, this equation transforms to ðD2 þ1Þy ¼ tsin t: Hence the complete solution is y ¼ c1 et þ c2 e2t þ 1 ðD 1Þ2 The complementary function is C:F: ¼ c1 cos tþc2 sin t: Further 1 1 t sin t¼ I:P: of 2 teit þ1 D þ1 1 ¼ I:P: of ei t ðD þ iÞ2 þ 1 1 t ¼ I:P: of ei t D 2iD 1 þ 2i 1 1 iD 1 t 1 ¼ I:P: of eit : : 2i D 2 it2 t ¼ I:P: of eit þ 4 4 2 it t þ ¼ I:P: of ðcos tþisin tÞ 4 4 2 t t ¼ cos t þ sin t: 4 4 P:I: ¼ D2 Therefore, the complete solution is t2 t y ¼ c1 cos tþc2 sin t cos tþ sin t: 4 4 Ordinary Differential Equations n 1.63 Returning back to x, we get Moreover, 1 y ¼ c1 cosðlogxÞþc2 sinðlogxÞ ðlogxÞ2 cosðlogxÞ 4 1 þ log x sinðlog xÞ: 4 1 1 ðe2t þ t Þ D2 D 2 e 1 1 ¼ 2 e2t þ 2 ðet Þ D D2 D D2 1 1 e2t þ t et ¼t ½2D 1D¼2 ð2D 1ÞD¼1 t 1 ¼ e2t tet : 3 3 Thus the complete solution is t t y ¼ C :F: þ P:I: ¼c1 e2t þ c2 et þ e2t et 3 3 c 1 1 2 x2 log x: ¼ c1 x2 þ þ x 3 x EXAMPLE 1.124 Solve the Cauchy–Euler equation x2 d2y dy x þ 2y ¼ x log x: dx2 dx Solution. Putting x = et, the equation reduces to ðDðD 1Þ D þ 2Þy ¼ t et or ðD2 2D þ 2Þy ¼ t et The C.F. for this equation is C:F: ¼ et ðc1 cos tþc2 sin tÞ: The particular integral is 1 t et P:I: ¼ 2 D 2D þ 2 1 ¼ et t 2 ðD þ 1Þ 2ðD þ 1Þ þ 2 1 t ¼ et ð1 D2 Þ1 t ¼ et ðt0Þ ¼t et : ¼ et 2 D þ1 P:I: ¼ EXAMPLE 1.126 Solve the Cauchy–Euler equation d2y dy x2 2 þ 2x 20y ¼ ðx þ 1Þ2 : dx dx Solution. Putting x = et, the given equation transforms into ðDðD 1Þ þ 2D 20Þy ¼ e2t þ 2et þ 1 or ðD2 þD 20Þy ¼ e2t þ 2et þ 1: The auxiliary equation is m2 + m 20 = 0 and so m = 5, 4. Therefore, C:F: ¼ c1 e5t þ c2 e4t : Therefore, the complete solution is y ¼ C :F: þ P:I: ¼ et ðc1 cos tþc2 sin tÞþt et ¼ xðc1 cosðlog xÞ þ c2 sinðlog xÞþx log x: EXAMPLE 1.125 2 Solve x2 ddx2y 2y ¼ x2 þ 1x : Solution. Putting x = et, the given equation reduces to ðDðD 1Þ 2Þy ¼ e2t þ e1t : The auxiliary equation is m2 m 2 = 0 and so m = 2, 1. Therefore, C:F: ¼ c1 e2t þ c2 et : Now, P:I: ¼ 1 2 e2t þ 2 et D2 þ D 20 D D 20 1 x0 t D2 D 20 1 2 t 1 ¼ e2t þ e : 14 20 20 þ Thus the complete solution is 1 2t 1 t 1 e e 14 10 20 1 x 1 ¼ c1 x5 þ c2 x4 x2 14 10 20 y¼ C:F: þ P:I: ¼c1 e5t þ c2 e4t 1.64 n Engineering Mathematics-II (F) Legendre’s Linear Equation An equation of the form dny d n1 y ðax þ bÞn n þ a1 ðax þ bÞn1 n1 þ ::: dx dx ð110Þ þ an y¼ FðxÞ where an are constants and F is a function of x, is called Legendre’s linear equation. To reduce the Legendre’s equation to a linear differential equation with constant coefficient, we put ax + b = et or t = log (ax + b). Then dy dy dt a dy ¼ : ¼ dx dt dx ax þ b dt or ðaxþbÞ dy ¼ aDy: dx Further 2 d2y d a dy a2 d y dy ¼ ¼ dx2 dx ax þ b dt ðax þ bÞ2 dt2 dt and so ðaxþbÞ2 d2y ¼ a2 ðD2 DÞy ¼ a2 DðD 1Þy: dx2 Similarly, ðaxþbÞ3 d3y ¼ a3 DðD 1ÞðD 2Þy dx3 and so on. Putting these values in (110), we get a linear differential equation with constant coefficients which can be solved by usual methods. EXAMPLE 1.127 2 Solve ð2xþ3Þ2 ddx2y 2ð2x þ 3Þ dy dx 12y ¼ 6x: Solution. Putting 2x + 3 = et or t = log (2x + 3), the given equation reduces to ð4ðD2 DÞ 4D 12Þy ¼ 6 e 3 ¼ 3et 9 2 The auxiliary equation is 4m2 8m12 ¼ 0; which yields m = 3, 1. Therefore, C:F: ¼ c1 et þ c2 e3t : Now P:I: ¼ 4D2 1 3 t 3 ð3et 9Þ ¼ e þ : 8D 12 16 4 Hence the complete solution is 3 3 y ¼ c1 et þ c2 e3t et þ 16 4 ¼ c1 3 3 þ c2 ð2x þ 3Þ3 ð2x þ 3Þ þ : ð2x þ 3Þ 16 4 EXAMPLE 1.128 Solve the Legendre’s equation ð1 þ xÞ2 d2y dy þ ð1 þ xÞ þ y ¼ 4 cos logð1 þ xÞ: dx2 dx Solution. Putting x + 1 = et or t = log (x + 1), the given equations transforms to (12 (D2 D) + 1 D + 1)y= 4 cos t or ðD2 þ1Þy ¼ 4cos t: The auxiliary equation is m2 + 1 = 0 and so m = ± i. Therefore, C:F: ¼ c1 cos tþc2 sin t: The particular integral is P:I: ¼ D2 4 4ð2DÞ cos t ¼ t cos t þ1 ½4D2 D2 ¼1 8t D cos t ¼ 2tð sin tÞ ¼ 2t sin t: 4 Thus the complete solution is ¼ y ¼ c1 cos tþc2 sin tþ2tsin t ¼ c1 cosðlogðxþ1ÞÞþc2 sinðlogðxþ1ÞÞ þ2logðx þ 1Þsinðlogðxþ1ÞÞ: t or ð4D2 8D 12Þy ¼ 3et 9: EXAMPLE 1.129 Solve the Legendre’s equation d2y dy ð1þxÞ2 2 þ ð1 þ xÞ þ y¼ sinð2logð1þxÞÞ: dx dx Solution. As in Example 1.128, putting x + 1 = et, the given equation reduces to ðD2 þ1Þy ¼ sinð2tÞ: The complementary function is C:F: ¼ c1 cos tþc2 sin t Further, P:I: ¼ 1 1 1 sin½2t ¼ sin 2t ¼ sin 2t: D2 þ 1 4 þ 1 3 Therefore, the complete solution is 1 y ¼ c1 cos tþc2 sin t sin2 t 3 ¼ c1 cosðlogðxþ1ÞÞþc2 sinðlogðxþ1Þ 1 sinð2logðxþ1ÞÞ: 3 EXAMPLE 1.130 2 Solve (1 + x)2 ddx2y þ ð1 þ xÞ dy dx þ y = 2 sin (log (x + 1)). Solution. As in Example 1.128, putting x + 1 = et, the given equation transforms to ðD2 þ1Þy ¼ 2 sin t: Its complementary function is given by C:F: ¼ c1 cos tþc2 sin t: Its particular integral is given by 1 2 ð2 sin tÞ ¼ 2 sin t þ1 D þ1 2t D sin t ¼ t cos t: sin t ¼ ¼ ½2DD2 ¼1 1 P:I: ¼ D2 Therefore, the complete solution is y ¼ c1 cos tþc2 sin ttcos t ¼ c1 cosðlogðxþ1ÞÞþc2 sinðlogðxþ1ÞÞ logðxþ1Þcosðlogðxþ1ÞÞ: 1.19 SIMULTANEOUS LINEAR DIFFERENTIAL EQUATIONS WITH CONSTANT COEFFICIENTS Differential equations, in which there are two or more dependent variables and a single independent variable are called simultaneous linear equations. The aim of this section is to solve a system of linear differential equations with constant coefficients. 1.65 n Ordinary Differential Equations The solution is obtained by eliminating all but one of the dependent variables and then solving the resultant equations by usual methods. EXAMPLE 1.131 Solve the simultaneous equations dx dy ¼ 7xy; ¼ 2xþ5y: dt dt Solution. In symbolic form, we have ðD 7Þxþy ¼ 0 ð111Þ ðD 5Þy2x ¼ 0 ð112Þ Multiplying (111) by (D 5) and subtracting (112) from it, we get ðD 5ÞðD 7Þxþ2x ¼ 0 or ðD2 12D þ 35 þ 2Þx ¼ 0 or ðD2 12D þ 37Þx ¼ 0: Its auxiliary equation is m2 12m + 37 = 0, which yields m = 6 ± i. Therefore, its complete solution is x ¼ e6t ðc1 cos t þ c2 sin tÞ: Now dx d d ¼ ðc1 e6t cos tÞ þ ðc2 e6t sin tÞ dt dt dt ¼ c1 ½6e6t cos t e6t sin t þ c2 ½6e6t sin t þ e6t cos t ¼ e6t ½ð6c1 þ c2 Þ cos t þ ð6c2 c1 Þ sin t Putting the values of x and dx dt in (101), we get e ½ð6c1 þc2 Þ cos tþð6c2 c1 Þ sin t 6t 7e6t ½c1 cos tþc2 sin tþy¼ 0: Therefore, y ¼ 7e6t ðc1 cos tþc2 sin tÞ e6t ½ð6c1 þc2 Þ cos tþð6c2 c1 Þ sin t ¼ e6t ½ðc1 c2 Þ cos tþðc1 þc2 Þ sin t: Hence the solution is x ¼ e6t ðc1 cos tþc2 sin tÞ y ¼ e6t ½ðc1 c2 Þ cos tþðc1 þc2 Þ sin t: EXAMPLE 1.132 2 Solve ddt2y þ dy dt 2y ¼ sin t; dx dy þx3y¼ 0: 1.66 n Engineering Mathematics-II Solution. The given system of equations are or ðD þD 2Þy ¼ sin t ð113Þ 4D3 x þ 6D2 y ¼ 2Dð4Þ ¼ 0 ðD þ 1Þx 3y ¼ 0 ð114Þ 9Dx þ 6D2 y ¼ 0: 2 The auxiliary equation for (113) is m2 þ m 2 ¼ 0 and so m = 2, 1. Therefore, C:F: ¼ c1 et þ c2 e2t : 1 1 sin t ¼ sin t P:I: ¼ 2 D þ D2 2 D3 Dþ3 1 sin t ¼ ðD þ 3sintÞ ¼ 2 D 9 10 3 1 ¼ sin t cos t: 10 10 Therefore, the complete solution of (113) is 1 y ¼ c1 et þ c2 e2t ðcos t þ 3 sin tÞ: 10 Putting this value of y in (114), we get dx 1 þx ¼ 3½c1 et þ c2 e2t ðcos t þ 3 sin tÞ dt R 10 The integrating factor is e 1 dt ¼ et . Therefore, Z 1 x:et ¼ 3 et ½c1 et þ c2 e2t ðcos t þ 3 sin tÞdt; 10 which yields 3 t x ¼ 32 c1 e2t 3e2 et 10 e ðcos t 2 sin tÞ. Therefore, the solution is 3 3 x ¼ c1 e2t 3c2 et et ðcos t 2 sin tÞ 2 10 1 y ¼ c1 et þ c2 e2t ðcos t þ 3 sin tÞ: 10 EXAMPLE 1.133 A mechanical system with two degrees of freedom satisfies the equation d2x dy d2y dx 2 2 þ 3 ¼ 4; 2 2 3 ¼ 0 dt dt dt dt dy ; all vanish at t = 0. under the condition that x, y, dx dt dt Find x and y. Solution. The given equations are 2D2 x þ 3Dy ¼ 4 2D2 y 3Dx ¼ 0 ð115Þ Subtracting, we get 4D3 xþ9Dx¼ 0 or ð4D3 þ9DÞx¼ 0: Auxiliary equation is 4m3 þ 9m ¼ 0; and so m ¼ 0; 3 i: 2 Hence 3 3 x ¼ c1 þ c2 cos t þ c3 sin t: 2 2 At t = 0, x = 0. Therefore, 0 = c1 + c2 or c1 = c2. Also dx 3 3 3 3 ¼ c2 sin t þ c3 cos t dt 2 2 2 2 At t = 0, dx dt = 0 and so 0 = 32 c3 or c3 = 0. Thus 3 x ¼ c1 c1 cos t: 2 Therefore, dx 3 3 d2x 9 3 ¼ c1 sin t and 2 ¼ c1 cos t: dt 2 2 dt 4 2 Putting this value of dx dt in (115), we get 9 3 9 3 2D2 y c1 sin t¼ 0 or D2 y ¼ c1 sin t: 2 2 4 2 Integrating, we get 3 3 Dy¼ c1 cos t þ k: 2 2 3 Using initial condition dy dt = 0 at t = 0, we get k = 2c1. Therefore, 3 3 3 Dy¼ c1 cos tþ c1 : 2 2 2 Integrating again, we have 3 3 y ¼ c1 sin t þ c1 t þ k: 2 2 When t = 0, y = 0. So we have k = 0. Hence 3t 3 y ¼ c1 sin þ c1 t: 2 2 Ordinary Differential Equations 2 Further, putting the value of ddt2x and dy dt in the first of 8 9. the given equations, we get c1 = Hence 8 3t 4 8 3t 1 cos ; y ¼ t sin : x ¼ 9 2 3 9 2 APPLICATIONS OF LINEAR DIFFERENTIAL EQUATIONS Linear differential equations play an important role in the analysis of electrical, mechanical and other linear systems. Some of the applications of these equations are discussed below. (A) Electrical Circuits Consider an LCR circuit consisting of inductance L, capacitor C, and resistance R. Then, using Kirchhoff’s law [see (16)], the equation governing the flow of current in the circuit is dI Q L þ RI þ ¼ EðtÞ; dt C where I is the current flowing in the circuit, Q is the charge, and E is the e.m.f. of the battery. Since I = dQ dt , the above equation reduces to d2Q dQ Q L þR þ ¼ EðtÞ ð116Þ dt dt C If we consider LC circuit without having e.m.f. source, then the differential equation describing the circuit is d2Q Q L 2 þ ¼0 dt C or d2Q Q ¼0 þ dt2 LC or d2Q 1 þ m2 Q¼ 0;m2 ¼ : dt2 LC This equation represents free electrical oscillations of the current having period pffiffiffiffiffiffiffi 2 ¼ 2 LC : T¼ m EXAMPLE 1.134 In an LCR circuit, an inductance L of one henry, resistance of 6 ohm, and a condenser of 1/9 farad have been connected through a battery of e.m.f. 1.67 E = sin t. If I = Q = 0 at t = 0, find charge Q and current I. Solution. The differential equation for the given circuit is L 1.20 n d2Q dQ Q þ ¼ EðtÞ: þR dt2 dt C Here L = 1, R = 6, C = 19, E(t) = sin t. Thus, we have d2Q dQ þ 9Q¼ sint þ6 dt2 dt subject to Q(0) = 0, Q0 (0) = 0 = I(0). The auxiliary equation for this differential equation is m2 + 6m + 9 = 0 and so m = 3, 3. Thus C:F: ¼ðc1 þ c2 tÞe3t : Now 1 1 sin t ¼ sin t D2 þ 6D þ 9 6D þ 8 6D 8 6D 8 sin t ¼ sin t ¼ 2 36D 64 100 1 ¼ ½6D sin t 8 sin t 100 6 8 cos t þ sin t: ¼ 100 100 P:I: ¼ Hence the complete solution is Q ¼ðc1 þ c2 tÞe3t 6 8 cos t þ sin t: 100 100 6 6 Now Q(0) = 0 gives 0 = c1 100 and so c1 = 100 . Also dQ ¼ 3c1 e3t þ c2 ðe3t 3te3t Þ dt 6 8 þ sin t þ cos t: 100 100 Therefore dQ dt = 0 at t = 0 yields 0 ¼ 3c1 þ c2 þ 8 18 8 ¼ þ c2 þ 100 100 100 1 and so c2 = 10 . Hence 6 t 6 8 þ e3t cos t þ sin t Q¼ 100 10 100 100 e3t 3 2 ð5t þ 3Þ cos t þ sin t: ¼ 50 50 25 1.68 n Engineering Mathematics-II dQ dt , 3t Since I = we have 5e 3 3 2 ð5t þ 3Þe3t þ sin t þ cos t 50 50 50 25 e3t 3 2 ¼ ð15t þ 4Þ þ sin t þ cos t: 50 50 25 I¼ EXAMPLE 1.135 Find the frequency of free vibrations in a closed electrical circuit with inductance L and capacity C in series. Solution. Since there is no applied e.m.f., the differential equation governing this LC circuit is d2Q Q L 2 þ ¼0 dt C or d2Q Q ¼ v2 Q; ¼ dt2 LC 1 where v2 = LC . Thus the equation represents oscillatory current with period. pffiffiffiffiffiffiffi 2 T¼ ¼ 2 LC : v Then ffi per second Frequency = T1 ¼ 2p1 ffiffiffiffi LC 60 30 ¼ pffiffiffiffiffiffiffi ¼ pffiffiffiffiffiffiffi per minute: 2 LC LC EXAMPLE 1.136 The differential equation for a circuit in which self-inductance and capacitance neutralize each other is d2i i L 2 þ ¼ 0: dt C Find the current i as a function of t, given that I is maximum current and i = 0 when t = 0. Solution. We have d2i i ¼ 0: þ dt2 LC 2 1 The auxiliary equation is m + LC = 0 and so m = i ffi. Hence the solution is ± pffiffiffiffi LC 1 1 i ¼ c1 cos pffiffiffiffiffiffiffi t þ c2 sin pffiffiffiffiffiffiffi t: LC LC Since i = 0 at t = 0, we have c1 = 0 and so t i ¼ c2 sin pffiffiffiffiffiffiffi : LC t ffi For maximum current I, we have I = c2 max sin pffiffiffiffi LC t ffi ffiffiffiffi p = c2. Hence i = I sin LC . EXAMPLE 1.137 An LCR circuit with battery e.m.f. E sin pt is tuned 1 . Show that for small to resonance so that p2 = LC R value of L, the current in the circuit at time t is given by E2Lt sin pt. Solution. The differential equation governing the LCR 2 q circuit is L ddt2q þ R dq dt þ C ¼ EðtÞ ¼ E sin pt: The auxiliary equation is R 1 ¼ 0; m2 þ m þ L LC which yields qffiffiffiffiffiffiffiffiffiffiffiffiffiffi R2 4 RL L2 LC m¼ 2 ffiffiffiffiffiffiffiffiffi q R 4 L LC R ¼ is small since L 2 R 1 pffiffiffiffiffiffiffi i ¼ 2L LC R 1 ¼ pi since p2 ¼ : 2L LC Therefore, C:F: ¼ e2L ðc1 cos pt þ c2 sin ptÞ Rt ðc1 cos ptþc2 sin ptÞ ¼ 1 2L R rejecting higher power of : L Rt Further, P:I: ¼ ¼ ¼ 1 ðE sin ptÞ LD2 þ RD þ C1 E sin pt Lp2 þ RD þ C1 L LC E sin pt þ C1 þ RD E ED sin pt sin pt ¼ RD R D2 E ¼ 2 D sin pt Rp E E ¼ 2 p cos pt ¼ cos pt: Rp Rp ¼ Ordinary Differential Equations n 1.69 Thus, the complete solution is Rt E ðc1 cos pt þ c2 sin ptÞ cos pt: q ¼ 1 2L Rp the upward direction and with an applied external force f (t) = 5 sin t. Find the subsequent motion of the mass if the force due to air resistance is 90 x0 N. Using the initial condition q = 0 for t = 0, we get E E 0 ¼ c1 or c1 ¼ : Rp Rp Also dq Rt ¼ 1 ðc1 sin pt þ c2 cos ptÞp i¼ dt 2L R E ðc1 cos pt þ c2 sin ptÞþ sin pt: 2L R Using the initial condition i = 0 for t = 0, we get Rc1 0 ¼ pc2 2L R E ¼ pc2 2L Rp RE ¼ pc2 2Lp E and so c2 = 2Lp 2 . Hence, the solution is Rt E 2 i¼ 1 cos pt p sin pt þ Rp 2Lp2 2L R E E E cos pt þ sin pt þ sin pt 2 2L Rp 2Lp R Et ¼ sin pt 2L Solution. The describing differential equation is d2x a dx k 1 dt2 þ m dt þ m x ¼ m f ðtÞ: 1.21 MASS-SPRING SYSTEM In Example 1.4, we have seen that the differential equation governing a Mass-spring system is d2x dx m 2 þ a þ kx ¼ f ðtÞ dt dt where m is the mass, a dx dt the damping force due to the medium, k is spring constant, and x represents the displacement of the mass. This is exactly the same differential equation which occurs in LCR electric circuits. When a = 0, the motion is called undamped whereas if a 6¼ 0, the motion is called damped. If f (t) = 0, then the motion is called forced. EXAMPLE 1.138 A mass of 10 kg is attached to a spring having spring constant 140 N/m. The mass is started in motion from the equilibrium position with a velocity of 1 m/sec in Here a = 90, k = 140, and m = 10. Therefore, we have d2x dx 1 þ 9 þ 14x ¼ sin t: dt2 dt 2 The auxiliary equation is m2 + 9m + 14 = 0, and so m = 2, 7. Therefore, C:F: ¼ c1 e2t þ c2 e7t : Further 1 1 1 sint ¼ sint P:I: ¼ 2 D þ9Dþ14 2 2ð1þ9Dþ14Þ 1 1 1 9D13 sint ¼ sint ¼ 2 ð9Dþ13Þ 2 ð81169Þ 1 ¼ ð13sint þ9costÞ 500 13 9 ¼ sint cost: 500 500 Hence, the complete solution is 13 9 sin t cos t: x ¼ c1 e2t þ c2 e7t þ 500 500 Using the initial condition x(0) = 0, we get 0 = c1+c2 9 9 500 and so c1 + c2=500 . Since dx dt (0) = 1 (initial velocity in upper direction), we get 13 513 1 ¼ 2c1 7c2 þ or2c1 þ7c2 ¼ : 500 500 90 99 , c2 = 500 . Hence Solving for c1 and c2, we get c1 = 500 1 ð90e2t þ 99e7t þ 13 sin t 9 cos tÞ: x ¼ 500 EXAMPLE 1.139 If in a mass spring system, mass = 4kg, spring constant = 64, f (t) = 8 sin 4t, and if there is no air resistance and initial velocity, then find the subsequent motion of the weight. Show that the resonance occurs in this case. Solution. The governing equation is d 2 x a dx k 1 þ þ x ¼ f ðtÞ: dt2 m dt m m 1.70 n Engineering Mathematics-II Therefore, we have d2x þ16x¼ 2sin4t: dt2 the mass of the particle, l be the length of the string, and O be the fixed point of the string (Figure 1.9). O The auxiliary equation is m2 + 16 = 0 and so m = ± 4i. Therefore, T l D C:F: ¼ c1 cos4tþc2 sin4t: B P s A Now mg sin 1 2t ð2 sin 4tÞ ¼ ðsin4tÞ þ 16 2D t Dðsin 4tÞ t ¼ ¼ ð4cos4tÞ 16 16 t ¼ cos4t : 4 P:I: ¼ ¼ c1 cos 4tþc2 sin4t t cos 4t: 4 Using initial condition x(0) ¼ 0, we have 0 ¼ c1. Differentiating w.r.t. t, we get dx ¼ 4c1 sin4tþ4c2 cos4t dt 1 ½cos4t 4tsin4t: 4 1 Now dx dt ¼ 0 at t ¼ 0. Therefore, 0 ¼ 4c2 – 4 which 1 gives c2 ¼ 16. Hence x ¼ 1 t sin 4t cos 4t: 16 4 We observe that x (t) ! 1 as t ! 1 due to the presence of the term t cos 4t. This term is called a secular term. The presence of secular term causes resonance because the solution becomes unbounded. 1.22 mg cos Figure 1.9 D2 Hence the complete solution is x mg SIMPLE PENDULUM The system in which a heavy particle (bob) is attached to one end of a light inextensible string, the other end of which is fixed, and oscillates under the action of gravity force in a vertical plane is called a simple pendulum. To describe its motion, let m be Let P be the position of the heavy particle at any time t and let ff AOP ¼ h, where OA is vertical line through O. Then the force acting on the bob are (a) weight mg acting vertically downward (b) tension T in the string. Resolving mg, we note that tension is balanced by mg cosh. The equation of motion along the tangent is m d2s ¼ mg sin h dt2 or d2 ðlhÞ ¼ g sin h dt2 or d2h g ¼ sin h dt2 l ¼ g h3 h þ :: (using expansion for sin hÞ 3! l ¼ gh to the first approximation: l Thus the differential equation describing the motion of bob is d2h þ v2 h dt2 ¼ 0; where v2 ¼ gl. The auxiliary equation of this equation is m2 þ v2 ¼ 0 and so m ¼ ± vi. Therefore, the solution is h ¼ c1 cos vt þ c2 sin vt rffiffiffi rffiffiffi g g ¼ c1 cos t þ c2 sin t: l l Ordinary Differential Equations n The motion in case of simple pendulum is simple harmonic motion where time period sffiffiffi 2 l ¼ 2 T ¼ : v g Also The motion of the bob from one extreme position to the other extreme position on the other side of A is called a beat or a swing. Therefore, qffiffi Time for one swing ¼ 12 T ¼ gl . But for t ¼ 0, dx dt ¼ 0: Therefore, 0 ¼ nc2 F0 so c2 ¼ 2n 2. Hence F0 F0 t cos nt x ¼ 2 sin nt 2n 2n F0 ¼ 2 ðsin nt nt cos ntÞ: 2n The pendulum which beats once every second is called a second’s pendulum. Therefore, the number of beats in a second pendulum in one day is equal to the number of seconds in a day. Thus, a second pendulum beats 86,400 times a day. Now, since, the time for 1 beat in a second’s pendulum is 1 sec, we have sffiffiffi rffiffiffiffiffiffiffiffi l l ¼ 1 ¼ g 981 and so l ¼ 99.4 cm is the length of second’s pendulum. EXAMPLE 1.140 The differential equation of a simple pendulum is d2 x 2 dt2 þ v0 x ¼ F0 sin nt, where v0 and F0 are constants. If initially dx dt ¼ 0, determine the motion when v0 ¼ n Solution. We have 2 d x þ n2 x ¼ F0 sin nt since; v0 ¼ n: dt2 The auxiliary equation is m2 + n2 ¼ 0 and so m ¼ ± ni. Therefore, C: F: ¼ c1 cos nt þ c2 sin nt: Now F0 F0 t sin nt ¼ sin nt 2 þ 2D Zn F0 t F0 t sin nt dt ¼ cos nt: ¼ 2 2n P:I: ¼ D2 Thus, the complete solution is x ¼ c1 cos ntþc2 sin nt F0 t cos nt: 2n Initially x ¼ 0 for t ¼ 0, so c1 ¼ 0. 1.23 1.71 dx ¼ nc1 sin ntþnc2 cos nt dt F0 ½cos nt tn sin nt: 2n F0 2n and SOLUTION IN SERIES The method of series solution of differential equations is applied to obtain solutions of linear differential equations with variable coefficients. Consider the differential equation P0 ðxÞ d2y dy þ P1 ðxÞ þ P2 ðxÞy ¼ 0; 2 dx dx ð117Þ where P0 ðxÞ ; P1 ðxÞ, and P2 ðxÞ are polynomials in x. This equation can be written as d 2 y P1 ðxÞ dy P2 ðxÞ y ¼ 0: þ þ dx2 P0 ðxÞ dx P0 ðxÞ ð118Þ The point x ¼ a is called an ordinary point of the P2 ðxÞ equation (117) or (118) if the functions PP10 ðxÞ ðxÞ and P0 ðxÞ are analytic at x ¼ a. In other words, x ¼ a is an ordinary point of (117) if P0 ðaÞ 6¼ 0. P2 ðxÞ If either (or both) of PP10 ðxÞ ðxÞ or/and P0 ðxÞ is (are) not analytic at x ¼ a, then x ¼ a is called a singular point of the equation (117) or (118). Thus x ¼ a is a singular point of (117) if P0(a) ¼ 0. Further, let P1 ðxÞ ; Q1 ðxÞ ¼ ðx aÞ P0 ðxÞ P2 ðxÞ : Q2 ðxÞ ¼ ðx aÞ2 P0 ðxÞ If Q1 and Q2 are both analytic at x ¼ a, then x ¼ a is called a regular singular point of (117) otherwise it is called irregular point of (117). For example, consider the equation d2y dy 9xð1 xÞ 2 12 þ 4y ¼ 0: dx dx 1.72 n Engineering Mathematics-II We have P1 ðxÞ 12 P2 ðxÞ 4 ¼ ¼ and ; P0 ðxÞ 9xð1 xÞ P0 ðxÞ 9xð1 xÞ which are not analytic at x ¼ 0 and x ¼ 1. Hence x ¼ 0 and x ¼ 1 are singular points of the given equation. Further, at x ¼ 0, 12 4 ; Q2 ðxÞ ¼ ; Q1 ðxÞ ¼ 9ð1 xÞ ð1 xÞ which are analytic at x ¼ 0. Thus x ¼ 0 is a regular singular point. For x ¼ 1, we have 12 4 ; Q1 ðxÞ ¼ ; Q2 ðxÞ ¼ 9x 9x which are analytic if x ¼ 1. Hence x ¼ 1 is also regular. 1.23.1 Solution About Ordinary Point If x ¼ a is an ordinary point of the differential equation (117), then its every solution can be expressed in the form y ¼ a0 þ a1 ðx aÞ þ a2 ðx aÞ2 ð119Þ þ a3 ðx aÞ3 þ . . . ; where the power series converges in some interval |x – a| < R about a. Thus the series may be differentiated term by term on this interval and we have dy ¼ a1 þ 2a2 ðx aÞ þ 3a3 ðx aÞ2 þ . . . ; dx d2y ¼ 2a2 þ 6a3 ðx aÞ þ . . . : dx2 d2 y Substituting the values of y ; dy dx, and dx2 is (117), we get an equation of the type c0 þ c1 ðx aÞ þ c2 ðx aÞ2 þ . . . ¼ 0; ð120Þ where the coefficients c0, c1, and c2 are functions of a. Then (120) will be valid for all x in |x – a| < R if all c1, c2,. . . are zero. Thus c0 ¼ c1 ¼ c2 ¼ . . . :0: ð121Þ The coefficients ai of (119) are obtained from (121). In case (120) is expressed in powers of x, then equating to zero the coefficients of the various powers of x will determine a2, a3, a4,. . . in terms of a0 and a1. The relation obtained by equating to zero the coefficient of xn is called the recurrence relation. 1.23.2 Solution About Singular Point (Forbenious Method) If x ¼ a is a regular singular point of (117), then the equation has at least one non-trivial solution of the form y ¼ ðxaÞm ½a0 þa1 ðxaÞþa2 ðxaÞ2 þ...; ð122Þ where m is a definite constant (real or complex) and the series on the right converges at every point of the interval of convergence with centre a. Differentiating (122) twice, we get dy ¼ ma0 ðx aÞm1 þ ðm þ 1Þa1 ðx aÞm þ . . . dx d2y ¼ mðm 1Þa0 ðx aÞm2 dx2 þ mðm þ 1Þa1 ðx aÞm1 þ . . . : Substituting the values of y; get an equation of the form dy dx 2 and ddx2y in (117), we c0 ðx aÞmþk þ c1 ðx aÞmþkþ1 þ c2 ðx aÞmþkþ2 þ . . . ¼ 0; ð123Þ where k is an integer and the coefficients ci are functions of m and ai. In order that (123) be valid in |x – a| < R, we must have c0 ¼ c1 ¼ c2 ¼ . . . ¼ 0: ð124Þ On equating to zero the coefficient c0 in (123), we get a quadratic equation in m, called indicial equation, which gives the value of m. The two roots m1 and m2 of the indicial equation are called exponents of the differential equation (117). The coefficients a1 ; a2 ; a3 ; . . . are obtained in terms of a0 from c1 ¼ c2 ¼ :: ¼ 0. Putting the values of a1 ; a2 ; . . .in (122), the solution of (117) is obtained. If m1 m2 6¼ 0 or a positive integer, then the complete solution of equation (117) is y ¼ c1 ðyÞm1 þ c2 ðyÞm2 : If m1 – m2 ¼ 0, that is, the roots of indicial equation are equal, then the two independent solutions are @y . obtained by substituting the value of m in y and @m Thus, in this case, @y y ¼ c1 ðyÞm1 þ c2 @m m1 Ordinary Differential Equations If m1 – m2 is a positive integers making a coefficient of y infinite when m ¼ m2, then the form of y is modified by replacing a0 by k(m – m2). Two independent solutions of the differential equation (117) are then @y y ¼ c1 ðyÞm2 þ c2 @m m2 If m1 – m2 is a positive integer making a coefficient of y indeterminate when m ¼ m2, then the complete solution of (117) is y ¼ c1 ðyÞm2 : EXAMPLE 1.141 Find the power series solution of the equation d2y dy ð1 x2 Þ 2 2x þ 2y ¼ 0 dx dx in powers of x, that is, about x ¼ 0. Solution. Let y ¼ a 0 þ a1 x þ a 2 x 2 þ a3 x 3 þ a4 x 4 þ . . . : 2 d y Substituting the values of y, dy dx and dx2 in the given differential equation, we get ð1 x2 Þ½2a2 þ 6a3 x þ . . . þ nðn 1Þan xn2 þ . . . 2x½a1 þ 2a2 x þ 3a3 x2 þ . . . þ nan xn1 þ . . . þ 2ða0 þ a1 x þ a2 x2 þ . . . þ an xn þ . . .Þ ¼ 0 or 2ða2 þ a0 Þ þ ð6a3 2a1 Þx þ ð12a4 2a2 4a2 þ 2a2 Þx 2 þ . . . þ ½ðn þ 2Þðn þ 1Þanþ2 nðn 1Þan 2nan þ 2an xn þ . . . ¼ 0 y ¼ a0 þa1 xþa2 x2 þa3 x3 þa4 x4 þa5 x5 þa6 x6 þ... 1 1 ¼ a0 þa1 xa0 x2 a0 x4 a0 x6 þ... 3 5 2 1 4 1 6 ¼ a0 1x x x ... þa1 x: 3 5 EXAMPLE 1.142 Find the solution in series of the equation d2y dy þ x þ x2 y ¼ 0 2 dx dx about x ¼ 0. Solution. The point x ¼ 0 is a regular point of the given differential equation. So, let the required solution be y ¼ a0 þa1 xþa2 x2 þa3 x3 þa4 x4 þ...þan xn þ... : Then differentiating twice, we get dy ¼ a1 þ 2a2 x þ 3a3 x2 þ 4a4 x3 þ ... þ nan xn1 þ ... dx d2y ¼ 2a2 þ 6a3 x þ 12a4 x2 þ 20a5 x3 dx2 þ ... þ nðn 1Þan xn2 þ ... : Substituting the values of y; equation, we get dy dx, 2 and ddx2y in the given ½2a2 þ 6a3 x þ 12a4 x2 þ 20a5 x3 þ . . . þ nðn 1Þan xn2 þ . . . þ x½a1 þ 2a2 x þ 3a3 x2 þ 4a4 x3 or 1.73 Equating to zero the coefficients of the various powers of x, we get 1 a2 ¼ a0 ; a3 ¼ 0; a4 ¼ a0; ... 3 anþ2 ½n2 þ 3n þ 2 þ an ðn2 n þ 2Þ ¼ 0: Taking n ¼ 3, 4, . . . 20a5 10a3 ¼ 0 ) a5 ¼ 0 1 30a6 18a4 ¼ 0 ) a6 ¼ 18 30 a4 ¼ 5 a0 ... ... Therefore, Differentiating twice we get dy ¼ a1 þ2a2 xþ3a3 x2 þ4a4 x3 þ...þnan xn1 þ... dx d2y ¼ 2a2 þ6a3 xþ...þnðn1Þan xn2 þ... : dx2 n 2ða2 þ a0 Þ þ 6a3 x þ ð12a4 4a2 Þx2 þ . . . þ nan xn1 þ . . . þ . . . þ ½ðn2 þ 3n þ 2Þanþ2 ðn2 nÞan þ x2 ½a0 þ a1 x þ a2 x2 þ a3 x3 þ 2an ð1 nÞxn þ . . . ¼ 0: þ a4 x4 þ . . . þ an xn þ . . . ¼ 0 1.74 n Engineering Mathematics-II or 2a2 þ ð6a3 þ a1 Þx þ ð12a4 þ 2a2 þ a0 Þx 2 þ ð20a5 þ 3a3 þ a1 Þx3 þ ð30a6 þ 4a4 þ a2 Þx4 þ ð42a7 þ 5a5 þ a3 Þx5 þ . . . þ . . . ½ðn þ 2Þðn þ 1Þanþ2 þ nan þ an2 xn þ . . . ¼ 0: Equating to zero the coefficients of the various powers of x, we get 1 a2 ¼ 0; a3 ¼ a1 ; 6 Putting the values of y ; equation, we get dy dx and d2y dx2 in the given 2a2 þ 6a3 x þ 12a4 x2 þ 20a5 x3 þ 30a6 x4 þ . . . þ nðn 1Þan xn2 þ . . . þ x½a0 þ a1 x þ a2 x2 þ a3 x3 þ a4 x4 þ a5 x5 þ . . . ¼ 0 or 2a2 þ ð6a3 þ a0 Þx þ ð12a4 þ a1 Þx2 þ ð20a5 þ a2 Þx3 þ . . . þ ½ðn þ 2Þðn þ 1Þanþ2 þ anþ1 xn þ . . . : Equating to zero the coefficients of various powers 1 of x, we get 12a4 þ2a2 þa0 ¼ 0; which yields a4 ¼ a0 12 1 a2 ¼ 0; 6a3 þ a0 ¼ 0 which yields a3 ¼ a0 1 6 20a5 þ3a3 þa1 ¼ 0 which yields a5 ¼ a1 40 1 12a4 þ a1 ¼ 0 which yields a4 ¼ a1 1 12 30a6 þ4a4 þa2 ¼ 0 which yields a6 ¼ a0 ; and so on: 90 20a5 þ a2 ¼ 0 which yields a5 ¼ 0 ðn þ 2Þðn þ 1Þanþ2 þ an1 ¼ 0: Hence 1 1 Putting n ¼ 4, 5, 6, 7, . . ., we get y ¼ a0 þ a1 x a1 x3 a0 x4 6 12 a3 1 1 1 a0 30a6 þ a3 ¼ 0 which yields a6 ¼ ¼ a1 x5 þ a0 x6 . . . 30 180 40 90 a 1 4 1 1 42a7 þ a4 ¼ 0 which yields a7 ¼ ¼ a1 ; ¼ a0 1 x 4 þ x 6 . . . 42 504 12 90 and so on: 1 3 1 5 þ a1 x x x . . . : Hence 6 40 1 3 1 6 y ¼ a0 1 x þ x ... 6 180 EXAMPLE 1.143 1 4 1 7 Find power series solution of the equation x x x þ . . . : þ a 1 12 504 d2y þ xy ¼ 0 dx EXAMPLE 1.144 in powers of x, that is, about x ¼ 0. Find series solution of the differential equation Solution. We note that x ¼ 0 is a regular point of the d 2 y dy x 2 þ y¼0 given equation. Therefore, its solution is of the form dx dx y ¼ a 0 þ a1 x þ a 2 x 2 þ a3 x 3 þ a4 x 4 þ a 5 x 5 þ a6 x 6 about x ¼ 0. þ . . . þ an x n þ : Solution. The point x ¼ 0 is a regular singular point Differentiating twice successively, we get of the given equation. So, let dy y ¼ a0 xm þ a1 xmþ1 þ a2 xmþ2 þ . . . ; a0 6¼ 0: ¼ a1 þ 2a2 x þ 3a3 x2 þ 4a4 x3 þ 5a5 x4 dx þ 6a6 x5 þ . . . þ nan xn1 þ . . . Differentiating twice in succession, we get 2 d y 2 3 1 ¼ 2a2 þ 6a3 x þ 12a4 x þ 20a5 x dy X dx2 ¼ ðn þ mÞan xnþm1 dx n¼0 þ 30a6 x4 þ . . . þ nðn 1Þxn2 þ . . . Ordinary Differential Equations and n 1.75 Therefore, d2y ¼ dx2 1 X ðn þ mÞðn þ m 1Þan xnþm2 : n¼0 2 d y Substituting the values of y ; dy dx and dx2 in the given equation, we get 1 X ðn þ mÞðn þ m 1Þan xnþm2 x n¼0 1 X þ a1 ¼ ðn þ mÞan x nþm1 n¼0 1 X a2 ¼ a3 ¼ 1 ðm þ 1Þ2 1 ðm þ 2Þ 1 ðm þ 3Þ2 an x ¼0 n¼0 y ¼ a0 x m þ þ ðn þ mÞðn þ m 1Þan x n¼0 þ 1 X ðn þ mÞan xnþm1 n¼0 nþm1 1 X an xnþm ¼ 0 n¼0 or 1 X ðn þ mÞ2 an xnþm1 n¼0 1 X an xnþm ¼ 0 n¼0 or 1 X ðn þ m þ 1Þ2 anþ1 xnþm n¼1 1 X an xnþm ¼ 0 n¼0 or m2 a0 xm1 þ 1 X ðn þ m þ 1Þ2 anþ1 xnþm n¼0 1 X an xnþm ¼ 0 n¼0 or m2 a0 xm1 þ 1 X xnþm n¼0 ½ðn þ m þ 1Þ2 anþ1 an ¼ 0 ð125Þ Therefore, the indicial equation is m ¼ 0, which yields m ¼ 0, 0. Equating to zero other coefficients in (125), we get 2 ðn þ m þ 1Þ2 anþ1 ¼ an ; a1 ¼ a2 ¼ 1 2 ðm þ 1Þ ðm þ 2Þ2 1 a0 ; ðm þ 1Þ2 ðm þ 2Þ2 ðm þ 3Þ2 a0 ; and so on. Thus nþm 1 ðmþ1Þ2 or 1 X 2 a0 ; n 0: a0 xmþ1 þ 1 ðmþ1Þ2 ðmþ2Þ2 a0 xmþ2 1 a0 xmþ3 þ... ðmþ1Þ ðmþ2Þ2 ðmþ3Þ2 " 1 1 m ¼ a0 x 1þ xþ x2 ðmþ1Þ2 ðmþ1Þ2 ðmþ2Þ2 # 1 3 x : þ ðmþ1Þ2 ðmþ2Þ2 ðmþ3Þ2 2 Putting m ¼ 0, we get one solution of the given differential equation as 1 1 y1 ¼ c1 1 þ x þ x2 þ x3 þ . . . : 4 36 Further, " @y 1 1 xþ x2 ¼ a0 xm logx 1 þ 2 2 @m ðm þ 1Þ ðm þ 1Þ ðm þ 2Þ2 # 1 3 þ x þ ... ðm þ 1Þ2 ðm þ 2Þ2 ðm þ 3Þ2 " 2x 1 m þ a0 x 3 2 ðm þ 1Þ ðm þ 1Þ ðm þ 2Þ2 ! # 2 2 2 x þ ... : þ ðm þ 1Þ ðm þ 2Þ2 Therefore, @y 1 1 ¼ a0 log 1 þ x þ x2 þ x3 þ . . . @m m¼0 4 36 1 þ a0 2x ð2 þ 1Þx2 þ . . . : 4 1.76 n Engineering Mathematics-II Hence the solution of the given equations is @y y ¼ c1 ðyÞm¼0 þ c2 @m m¼0 1 1 ¼ ðc1 þ c2 log xÞ 1 þ x þ x2 þ x3 þ . . . 4 36 1 1 2c2 x þ 1 þ x2 þ . . . : 4 2 EXAMPLE 1.145 Find the series solution near x ¼ 0 of the differential equation d2y dy x2 2 þ x þ x2 y ¼ 0: dx dx 2 (This equation can also the written as x ddx2y þ dy dx þ xy ¼ 0 and is known as Bessel’s Equation of order zero.) Solution. The point x ¼ 0 is a regular singular point of the given equation. So, let 1 X an xnþm : y¼ n¼0 Differentiating twice in succession, we get 1 dy X ¼ ðn þ mÞan xnþm1 dx n¼0 1 d2y X ¼ ðn þ mÞðn þ m 1Þan xnm2 : dx2 n¼0 2 d y Putting the values of y ; dy dx and dx2 in the given equation, we get 1 X ðn þ mÞðn þ m 1Þan xnþm2 x n¼0 1 X þ ðn þ mÞan xnþm1 þ x n¼0 1 X an xnþm ¼ 0 n¼0 or 1 X ðn þ mÞðn þ m 1Þan xnþm1 n¼0 þ 1 X ðn þ mÞan xnþm1 þ n¼0 1 X an xnþmþ1 ¼ 0 n¼0 or 1 X n¼0 ðn þ mÞ2 an xnþm1 þ 1 X n¼0 an xnþmþ1 ¼ 0 or 1 X ðn þ m þ 1Þ2 anþ1 xnþm þ n¼1 1 X an xnþmþ1 ¼ 0 n¼0 or m2 a0 xm1 þ þ 1 X 1 X ðn þ m þ 1Þ2 anþ1 xnþm n¼0 an x nþmþ1 ¼ 0: n¼0 Therefore, the indicial equation is m2 ¼ 0, which yields m ¼ 0, 0. Equating to zero the coefficients of powers of xm ; xmþ1 xmþ2 ; . . . ; we get ðn þ m þ 1Þ2 a1 ¼ 0 which yields a1 ¼ 0; a0 ; ðm þ 2Þ2 a2 þ a0 ¼ 0 and so a2 ¼ ðm þ 2Þ2 ðm þ 3Þ2 a3 þ a1 ¼ 0 and so a3 ¼ 0; a2 ðm þ 4Þ2 a4 þ a2 ¼ 0 and so a4 ¼ ðm þ 4Þ2 a0 ¼ ; ðm þ 2Þ2 ðm þ 4Þ2 and so on. Hence, a0 a0 xmþ2 þ xmþ4 ... y ¼ a0 x m ðmþ2Þ2 ðmþ2Þ2 ðmþ4Þ2 " # 1 1 m 2 4 ¼ a0 x 1 x þ x ... : ðmþ2Þ2 ðmþ2Þ2 Further, " @y 1 m ¼ a0 x log x 1 x2 @m ðm þ 2Þ2 þ 1 # x ... ðm þ 2Þ2 ðm þ 4Þ2 " 2x2 x4 þ a0 xm ðm þ 2Þ3 ðm þ 2Þ2 ðm þ 4Þ2 2 2 þ þ ... : mþ2 mþ4 Therefore, @y 1 1 ¼ a0 log x 1 x2 þ x4 . . . @m m¼0 4 64 þ a0 4 x2 3x4 þ ... : 4 2:4:16 Ordinary Differential Equations n 1.77 Hence the solution of the given equation is @y y ¼ c1 ðyÞm¼0 þc2 @m m¼0 1 2 1 1 ¼ c1 1 2 x þ 2 2 x4 2 2 2 x6 þ... 2 2 :4 2 :4 :6 1 2 1 4 1 þc2 logx 1 2 x þ 2 2 x 2 2 2 x6 þ... 2 2 :4 2 :4 :6 1 2 1 1 4 þa0 2 x 2 2 1þ x 2 2 :4 2 1 1 1 6 þ 2 2 2 1þ þ x ... 2 :4 :6 2 3 1 1 ¼ ðc1 þc2 logxÞ 1 2 x2 þ 2 2 x4 2 2 :4 1 1 2 1 1 4 6 2 2 2 x þ... þa0 2 x 2 2 1þ x 2 :4 :6 2 2 :4 2 1 1 1 þ 2 2 2 1þ þ x6 þ... : 2 :4 :6 2 3 Solution. Evidently x ¼ 0 is a regular singular point of the given equation. So, let The solution or y¼ 1 X an xnþm ; an 6¼ 0: n¼0 Differentiating twice in succession, we get 1 dy X ðn þ mÞan xnþm1 ; ¼ dx n¼0 1 d2y X ¼ ðn þ mÞðn þ m 1Þan xnþm2 : dx2 n¼0 Substituting the values of y ; equation, we get 2xð1 xÞ 1 X dy dx, ðn þ mÞðn þ m 1Þan xnþm2 n¼0 1 X þ ð1 xÞ ðn þ mÞan xnþm1 þ 3 n¼0 1 1 1 c1 ðyÞm¼0 ¼c1 1 2 x2 þ 2 2 x4 2 2 2 x6 þ... 2 2 :4 2 :4 :6 2 1 X 2 and ddx2y in the given 1 X an xnþm ¼ 0: n¼0 ðn þ mÞðn þ m 1Þan xnþm1 n¼0 is called Bessel function of the first kind of order zero and is represented by J0 ðxÞ, where as the solution. @y 1 1 ¼ c2 log x 1 2 x2 þ 2 2 x4 c2 @m m¼0 2 2 :4 1 22 :42 :62 2 þ 2xð1 xÞ d2y dy þ ð1 xÞ þ 3y ¼ 0: 2 dx dx 1 X ðn þ mÞan xnþm1 n¼0 1 X þ3 1 X ðn þ mÞan xnþm n¼0 an xnþm ¼ 0 n¼0 or 1 X ðn þ mÞð2n þ 2m 1Þan xnþm1 n¼0 is called Neumann function or Bessel function of second kind of order zero and is denoted by Y0 ðxÞ. EXAMPLE 1.146 Find series solution about x ¼ 0 of the differential equations ðn þ mÞðn þ m 1Þan xnþm n¼0 x6 . . . 1 2 1 1 4 þ a0 2 x 2 2 1 þ x 2 2 :4 2 1 1 1 þ 2 2 2 1 þ þ x6 . . . 2 :4 :6 2 5 1 X 1 X ½ðn þ mÞð2n þ 2m 1Þ 3an xnþm ¼ 0 n¼0 or 1 X ðn þ m þ 1Þð2n þ 2m þ 1Þanþ1 xnþm n¼1 1 X n¼0 ½ðn þ mÞð2n þ 2m 1Þ 3an xnþm ¼ 0 1.78 n Engineering Mathematics-II For m ¼ 12, we have or 2n2 þ 2m2 þ 4mn m n 3 an ðn þ m þ 1Þð2n þ 2m þ 1Þ 2n2 þ 12 þ 2n 12 n 3 ¼ an n þ 32 ð2n þ 2Þ mð2m 1Þa0 xm1 1 X þ ðn þ m þ 1Þð2n þ 2m þ 1Þanþ1 xnþm anþ1 ¼ n¼0 1 X ½ðn þ mÞð2n þ 2m 1Þ 3an xnþm ¼ 0: n¼0 Therefore, the indicial equation is mð2m 1Þ ¼ 0; which yields m ¼ 0 ; 1 : 2 Equating to zero the other coefficients, we get ðn þ m þ 1Þð2n þ 2m þ 1Þanþ1 ¼ ½ðn þ mÞð2n þ 2m 1Þ 3an ¼ ½2n2 þ 2m2 þ 4nm m n 3an 2n2 þ n 3 an ð2n þ 3Þðn þ 1Þ ð2n þ 3Þðn 1Þ n1 an ¼ an : ¼ ð2n þ 3Þðn þ 1Þ nþ1 ¼ Putting n ¼ 0, 1, 2, . . ., we get a1 ¼ a0 ; a2 ¼ 0; 1 1 a3 ¼ a2 ¼ 0 ; a4 ¼ a3 ¼ 0; 4 2 and so on. Therefore, the solution corresponding to m ¼ 12 is 1 3 5 1 3 1 7 y 2 ¼ a0 x 2 þ a1 x 2 þ a 2 x 2 þ a3 x 2 þ . . . ¼ a0 x2 a0 x2 ¼ a0 x2 ð1 xÞ: or anþ1 ¼ 2n2 þ 2m2 þ 4nm m n 3 an : ðn þ m þ 1Þð2n þ 2m þ 1Þ For m ¼ 0, we get anþ1 2n2 n 3 ðn þ 1Þð2n 3Þ an ¼ an ¼ ðn þ 1Þð2n þ 1Þ ðn þ 1Þð2n þ 1Þ 2n 3 ¼ an ; n 0: 2n þ 1 Putting n ¼ 0, 1, 2, . . ., we have 1 a1 ¼ 3a0 ; a2 ¼ a1 ¼ a0 ; 3 1 1 3 3 a3 ¼ a2 ¼ a0 ; a4 ¼ a3 ¼ a0 ; and so on: 5 5 7 35 Therefore, the solution for m ¼ 0 is y1 ¼ a0 x0 þ a1 x þ a2 x2 þ a3 x3 þ . . . 1 3 ¼ a0 3a0 x þ a0 x2 þ a0 x3 þ a0 x4 þ . . . 5 35 1 3 ¼ a0 1 3x þ x2 þ x3 þ x4 þ . . . : 5 35 Hence, the general solution of the given equation is y ¼ c1 y1 þ c2 y2 1 3 ¼ c1 1 3x þ x2 þ x3 þ x4 þ . . . 5 35 1 þ c2 x2 ð1 xÞ: EXAMPLE 1.147 Find series solution about x ¼ 0 of the differential equation d2y dy 5 x2 2 x x2 þ y ¼ 0: dx dx 4 Solution. The point x ¼ 0 is a regular singular point of the given equation. So, let 1 X an xnþm ; a0 6¼ 0: y¼ n¼0 Differentiating twice in succession, we have 1 dy X ¼ ðn þ mÞan xnþm1 ; dx n¼0 ; 1 d2y X nþm2 ¼ ðn þ mÞðn þ m 1Þan x : dx n¼0 Ordinary Differential Equations n 1.79 2 d y Putting the values of y; dy Hence, for m ¼ 12, we have, from (127), a2 ¼ 12 a0 . dx, and dx2 in the given differential equation, we have Putting n ¼ 3 in (126), we have 1 1 X X 1 5 5 ðn þ mÞðn þ m 1Þan xnþm ðn þ mÞan xnþm 3 3 a3 ¼ a1 or 0: a3 ¼ a1 n¼0 n¼0 2 2 4 1 1 X X 5 xnþmþ2 an xnþm ¼ 0 and so a3 may be any constant. Further, from (127), 4 n¼0 n¼0 we have or 1 a3 a0 ; a 4 ¼ a 0 ; a 5 ¼ ; a6 ¼ 1 X 5 10 144 8 nþm ðn þ mÞðn þ m 1Þ ðn þ mÞ an x a3 4 ; and so on: a7 ¼ n¼0 280 1 X nþmþ2 an x ¼0 Hence for m ¼ 12, the required solution is n¼0 x2 x4 x6 1 or ... y ¼ a0 x 2 1 2 8 144 1 X 5 5 ðn þ mÞðn þ m 2Þ an xnþm x x7 12 3 4 þ a þ þ . . . : ð128Þ x x þ 3 n¼0 10 280 1 X an2 xnþm ¼ 0 Since this solution contains two constants a0 and a3 n¼2 and a0 6¼ 0, this is general solution of the given or differential equation. By taking m ¼ 52, the solution is 5 5 mðm2Þ a0 xm þ ðmþ1Þðm1Þ a1 xmþ1 4 4 x2 x4 5 2 þ þ . . . : 1 þ y ¼ x 1 X 5 10 280 ðnþmÞðnþm2Þ an an2 xnþm ¼ 0: 4 n¼2 Hence, (128) is general solution. Therefore, the indicial equation is EXAMPLE 1.148 5 5 1 Find series solution about x ¼ 0 of the differential mðm 2Þ ¼ 0; which yields m ¼ ; : 4 2 2 equation Equating to zero the other coefficients, we get ðm þ 1Þðm 1Þ 5 a1 ¼ 0 and so a1 ¼ 0 4 and ðn þ mÞðn þ m 2Þ 5 an ¼ an2 for n 4 For m ¼ 12, we get 1 5 5 n n an ¼ an2 ; n 2 2 4 2: 1 an2 ; n nðn 3Þ 2; n 6¼ 3 d2y dy 12 þ 4y ¼ 0: dx dx Solution. The point x ¼ 0 is a regular singular point of the given equation. Let 1 X an xnþm ; a0 6¼ 0: y¼ n¼0 2 ð126Þ or an ¼ 9xð1 xÞ ð127Þ Differentiation of y with respect to x yields 1 dy X ðn þ mÞan xnþm1 ; ¼ dx n¼0 1 d2y X ¼ ðn þ mÞðn þ m 1Þan xnþm2 : dx2 n¼0 1.80 n Engineering Mathematics-II 2 d y Substituting the values of y ; dy dx, and dx2 in the given equation, we get 1 X ðn þ mÞðn þ m 1Þan xnþm1 9 n¼0 9 1 X ðn þ mÞðn þ m 1Þan xnþm n¼0 1 X 12 ðn þ mÞan x nþm1 þ4 n¼0 1 X an x nþm ¼0 ðn þ mÞð9n þ 9m 21Þan xnþm1 n¼0 1 X 1 2 2 a1 ¼ a0 ; a 2 ¼ a1 ¼ a0 ; 3 3 9 7 14 5 35 a0 ; a3 ¼ a 2 ¼ a0 ; a 4 ¼ a 3 ¼ 9 81 6 243 and so on. Thus, the solution corresponding to m ¼ 0 is x 2 14 35 4 x þ ... : y1 ¼ a 0 1 þ þ x 2 þ x3 þ 3 9 81 243 n¼0 or 1 X Putting n ¼ 0, 1, 2, 3,. . ., we obtain ½9ðn þ mÞðn þ m 1Þ 4an xnþm ¼ 0 For m ¼ 73, we have 9 n 73 n 73 1 3n 6 anþ1 ¼ an ; n ¼ 3 n 73 þ 1 ð3n 7 4Þ 3n 4 0: n¼0 Putting n ¼ 0, 1, 2, 3,. . ., we get or 1 X ðn þ m þ 1Þð9n þ 9m 12Þanþ1 x n¼1 1 X 3 9 a1 ¼ a0 ; a2 ¼ 3a1 ¼ a0 ; 2 2 a3 ¼ 0; a4 ¼ 0; a5 ¼ 0; . . . : nþm ½9ðn þ mÞðn þ m 1Þ 4an xnþm ¼ 0 n¼0 or mð9m21Þa0 xm1 þ 1 X Thus, the solution corresponding to m ¼ 73 is 3 9 7 y2 ¼ a0 x3 1 þ x þ x2 : 2 2 ½ðnþmþ1Þð9nþ9m12Þanþ1 Hence, the general solution of the given differential equation is ð9ðnþmÞðnþm1Þ4Þan xnþm ¼ 0: y ¼ c1 y 1 þ c 2 y 2 Therefore, the indicial equation is x 2 14 35 4 ¼ c1 1 þ þ x 2 þ x3 þ x þ ... 7 3 9 81 243 mð9m 21Þ ¼ 0; which yields m ¼ 0; : 3 3 9 2 7 3 : x þ x x 1 þ þ c 2 We note that the roots are distinct and their differ2 2 ence is not an integer. Equating other coefficients of the powers of x to zero, we get EXAMPLE 1.149 n¼0 ðn þ m þ 1Þð9n þ 9m 12Þanþ1 ¼ ½9ðn þ mÞðn þ m 1Þ 4an Find series solution about x ¼ 0 of the differential equation or anþ1 ¼ 9ðn þ mÞðn þ m 1Þ 4 an ; n ðn þ m þ 1Þð9n þ 9m 12Þ 3m þ 1 an ; n 3m þ 3 0: d2y dy þ x y ¼ 0: 2 dx dx Solution. Since x ¼ 0 is a regular point of the given equation, so let For m ¼ 0, we get anþ1 ¼ ð1 þ x2 Þ 0: y ¼ a 0 þ a1 x þ a 2 x 2 þ . . . þ a n x n þ . . . : Ordinary Differential Equations Then, dy ¼ a1 þ2a2 xþ3a3 x2 þ4a4 x3 þ...þnan xn1 þ... dx d2y ¼ 2a2 þ6a3 xþ12a4 x2 þ20a5 x3 dx2 þ...þnðn1Þan xn2 þ... : 2 d y Substituting the values of y ; dy dx, and dx2 in the given equation, we get ð1þx2 Þ½2a2 þ6a3 xþ12a4 x2 þ20a5 x3 þ...þnðn1Þan xn2 þx½a1 þ2a2 xþ3a3 x2 þ4a4 x3 þ...þnan xn1 þ... ½a0 þa1 xþa2 x2 þ...þan xn þ... ¼ 0: Equating to zero the coefficients of various powers of x, we get a0 2a2 a0 ¼ 0 and so a2 ¼ ; 2 6a3 þ a1 a1 ¼ 0 and so a3 ¼ 0; 2a2 þ 12a4 þ 2a2 a2 ¼ 0 and so 1 1 a4 ¼ a 2 ¼ a 0 ; 4 8 6a3 þ 20a5 þ 3a3 þ a3 ¼ 0 and so a5 ¼ 0; and in general, nðn 1Þan þ ðn þ 2Þðn þ 1Þanþ2 þ nan nan ¼ 0 nðn þ 1Þ an : ðn þ 1Þðn þ 2Þ Putting n ¼ 4, 5,. . ., we get 12 2 1 a6 ¼ a4 ¼ a4 ¼ a0 30 5 20 and so on. Thus, the required solution is 1 2 1 4 1 6 y ¼ a0 1 x x x . . . þ a1 x: 2 8 20 anþ2 ¼ 1.81 solution of Bessel’s equation of order n. This equation can be written as d 2 y 1 dy n2 ¼ 0: þ 1 þ x2 dx2 x dx 2 Since 1x and 1 nx2 are not analytic at 0, it follows that 0 is a singular point of the given equation. 2 But x 1x and x2 1 nx2 are analytic at 0. Therefore, x ¼ 0 is a regular singular point of the equation. So, let 1 X am xmþr ; am 6¼ 0 y¼ m¼0 be the series solution of the equation about x ¼ 0. Differentiating twice in succession, we get 1 dy X ðm þ rÞam xmþr1 ¼ dx m¼0 1 d2y X ¼ ðm þ rÞðm þ r 1Þam xmþr2 : dx2 m¼0 2 d y Putting the values of y; dy dx, and dx2 in the given differential equation, we get 1 1 X X ðm þ rÞðm þ r 1Þam xmþr þ ðm þ rÞam xmþr m¼0 1 X þ or n m¼0 am xmþrþ2 n2 m¼0 or 1 X 1 X am xmþr ¼ 0 m¼0 ½ðm þ rÞ2 n2 am xmþr þ m¼0 or 1 X 1 X am xmþrþ2 ¼ 0 m¼0 ½ðm þ rÞ2 n2 am xmþr þ m¼0 1 X am2 xmþr ¼ 0 m¼2 or 1.24 BESSEL’S EQUATION AND BESSEL’S FUNCTION The equation d2y dy x2 2 þ x þ ðx2 n2 Þy ¼ 0; dx dx where n is a non-negative real number, is called Bessel’s equation of order n. It occurs in problems related to vibrations, electric fields, heat conduction, etc. For n ¼ 0, we have already found its solution in Example 1.136. Now we find series ðr2 n2 Þa0 xr þ ½ðr þ 1Þ2 n2 a1 xrþ1 1 X þ ½ ðm þ rÞ2 n2 am þ am2 xmþr ¼ 0: m¼2 Equating to zero the coefficient of lower power of x, we get the indicial equation as r2 n2 ¼ 0; which yields r ¼ n; n: Equating other coefficients to zero, we get ½ðr þ 1Þ2 n2 a1 ¼ 0 or a1 ¼ 0 1.82 n Engineering Mathematics-II and But y1 can be expressed is 2 ½ðm þ rÞ n am þ am2 ¼ 0; 2 y1 ¼ a0 xn ðn þ 1Þ which yields am ¼ am2 ðm þ rÞ2 n2 ; m 2: þ Putting m ¼ 2, 3, 4, 5, 6,. . ., we get þ a3 ¼ a5 ¼ a7 ¼ . . . ¼ 0 1 24 :2 !ðn þ 1Þðn þ 2Þ ðn þ 1Þ 1 a4 ¼ n a6 ¼ n ¼ a0 xn ðn þ 1Þ a0 ðr þ2Þ2 n2 ð1Þ2 a0 on o ðr þ2Þ2 n2 ðr þ4Þ2 n2 ðr þ2Þ2 n2 on ð1Þ3 a0 ðr þ4Þ2 n2 þ on o ðr þ6Þ2 n2 and so on. For r ¼ n, we have a0 a0 ; ¼ a1 ¼ 0; a2 ¼ 2 2 4ðn þ 1Þ ðn þ 2Þ n a0 ; a4 ¼ 2 4 2 !ðn þ 1Þðn þ 2Þ a0 ; and so on; a6 ¼ 3 4 3 !ðn þ 1Þðn þ 2Þðn þ 3Þ where as a2 ¼ a5 ¼ a7 ¼ . . . ¼ 0. Thus the solution corresponding to r ¼ n is x6 þ ... 1 1 x2 2 ðn þ 1Þ 2 ðn þ 2Þ 1 1 x4 þ 6 x6 þ ... 24 :2 !ðn þ 3Þ 2 :3 ! ðn þ 4Þ ¼ a0 xn ðn þ 1Þ ¼ a0 2n ðn þ 1Þ ¼ x4 26 :3 !ðn þ 1Þðn þ 2Þðn þ 3Þ ðn þ 1Þ and a2 ¼ 1 1 x2 ðn þ 1Þ 22 ðn þ 1Þ ðn þ 1Þ 1 X ð1Þm x2m 22m :m! ðn þ m þ 1Þ m¼0 x2mþn ð1Þm m! ðn þ m þ 1Þ 2 m¼0 1 X x2mþn ð1Þm ; m! ðn þ m þ 1Þ 2 m¼0 1 X ð131Þ where a0 ¼ 2n 1ðnþ1Þ. The solution (131) is called the Bessel’s function of the first kind of order n and is denoted by Jn(x). Thus, 1 x2mþn X 1 1 ð1Þm x4 x2 þ 2 Jn ðxÞ ¼ : ð132Þ 4ðn þ 1Þ 4 :2 !ðn þ 1Þðn þ 2Þ m! ðn þ m þ 1Þ 2 m¼0 1 x6 þ . . . : ð129Þ 3 4 :3 !ðn þ 1Þðn þ 2Þðn þ 3Þ Replacing n by –n in Jn(x), we get Similarly, for r ¼ –n, the solution is 1 x2mn X ð1Þm 1 1 Jn ðxÞ ¼ ; ð133Þ x4 x2 þ 2 y2 ¼ a0 xn 1 m ! ðn þ m þ 1Þ 2 4ð1 nÞ 4 :2 !ð1 nÞð2 nÞ m¼0 1 x6 þ . . . : ð130Þ 3 4 :3 !ð1 nÞð2 nÞð3 nÞ which is called Bessel’s function of the first kind of We observe that y1 ¼ y2 for n ¼ 0. Further, y1 is order –n. Thus, the complete solution of the meaningless if n is a negative integer and y is Bessel’s equation of order n may be expressed as y 1 ¼ a0 x n 1 2 meaningless if n is a positive integer. Hence if n is non-zero and non-integer, then the general solution of the Bessel’s equation of order n is y ¼ c1 y1 þ c2 y2 : y ¼ c1 Jn ðxÞ þ c2 Jn ðxÞ; whose n is not an integer. ð134Þ Ordinary Differential Equations n 1.83 When n is an integer, let y ¼ u(x)Jn(x) be a solution EXAMPLE 1.150 of the Bessel’s equation of order n. Then Show that dy 0 Jn ðxÞ ¼ ð1Þn Jn ðxÞ: 0 ¼ u ðxÞJn ðxÞþuðxÞJn ðxÞ dx Solution. We have d 2 y 00 ¼ u ðxÞJn ðxÞþJn0 ðxÞu0 ðxÞþu0 ðxÞJn0 ðxÞþuðxÞJn00 ðxÞ 1 x 2mþn 2 X dx ð1Þm Jn ðxÞ ¼ 00 0 0 00 ¼ u ðxÞJn ðxÞþ2u ðxÞJn ðxÞþuÞxÞJn ðxÞ: m! ðn þ m þ 1Þ 2 m¼0 2 d y Putting the values of y ; dy dx, and dx2 in the given equation, we get uðxÞ½x2 Jn00 ðxÞ þ xJn0 ðxÞ þ ðx2 n2 ÞJn ðxÞ and Jn ðxÞ ¼ þ x2 u00 ðxÞJn ðxÞ þ 2x2 u0 ðxÞJn0 ðxÞ þ xu0 ðxÞJn ðxÞ ¼ 0: Since Jn ðxÞ is a solution of the given equation, we have x2 Jn00 ðxÞ þ xJn0 ðxÞ þ ðx2 n2 ÞJn ðxÞ ¼ 0: Therefore, the above expression reduces to x2 u00 ðxÞJn ðxÞ þ 2x2 u0 ðxÞJn0 ðxÞ þ xu0 ðxÞJn ðxÞ ¼ 0 1 X m¼0 But for positive integer n, ðn þ m þ 1Þ ¼ ðn þ mÞ! and ðn þ m þ 1Þ ¼ ðm nÞ! Therefore, Jn ðxÞ ¼ or u00 ðxÞ J 0 ðxÞ 1 þ2 n þ ¼0 0 u ðxÞ Jn ðxÞ x B and so uðxÞ ¼ B u ðxÞ ¼ 2 xJn ðxÞ 0 Z 1 X m¼0 ð1Þm x 2mþn m!ðn þ mÞ! 2 and or d d d ðlog u0 ðxÞÞ þ 2 ðlog Jn ðxÞÞ þ ðlog xÞ ¼ 0 dx dx dx or d ½logðxu0 ðxÞJn2 ðxÞÞ ¼ 0: dx Integrating this expression, we get log xu0 ðxÞJn2 ðxÞ ¼ log B so that xu0 ðxÞJn2 ðxÞ ¼ B: Thus x2mn ð1Þm : m! ðn þ m þ 1Þ 2 dx þ A: xJn2 ðxÞ Jn ðxÞ ¼ 1 X m¼0 ð1Þm x2mn : m!ðm nÞ! 2 Since, (-n)! is infinite for n > 0, we have Jn ðxÞ ¼ ð1Þm x2mn m!ðm nÞ! 2 m¼0 1 X 1 X ð1Þmþn x2mþn ; by changing m to m þ n m!ðn þ mÞ! 2 m¼0 1 X ð1Þm x2mþn ¼ ð1Þn Jn ðxÞ: ¼ ð1Þn 2 m!ðn þ mÞ! m¼0 ¼ Hence, the complete solution is Z dx Jn ðxÞ y ¼ uðxÞJn ðxÞ ¼ A þ B EXAMPLE 1.151 2 xJ n ðxÞ Z Show that dx d ¼ AJ ðxÞ þ BY ðxÞ; ¼ AJn ðxÞ þ BJn ðxÞ n n (i) ½xn Jn ðxÞ ¼ xn Jn1 ðxÞ xJn2 ðxÞ dx where d Z (ii) ½xn Jn ðxÞ ¼ xn Jnþ1 ðxÞ dx dx Yn ðxÞ ¼ Jn ðxÞ x xJn2 ðxÞ (iii) Jn ðxÞ ¼ ½Jn1 ðxÞ þ Jnþ1 ðxÞ 2n is called the Bessel function of the second kind of 1 order n or the Neumann function. (iv) Jn0 ðxÞ ¼ ½Jn1 ðxÞ Jnþ1 ðxÞ. 2 1.84 n Engineering Mathematics-II These results are known as recurrence formulae for the Bessel’s function Jn(x). Solution. (i) We know that 1 x 2mþn X ð1Þm : Jn ðxÞ ¼ m! ðn þ m þ 1Þ 2 m¼0 Therefore, xn Jn ðxÞ ¼ 1 X m¼0 ðmþnÞ ð1Þm x2 m! ðn þ m þ 1Þ 22mþn and so 1 X d n ð1Þm x2ðmþnÞ1 : 2mþn ðx Jn ðxÞÞ ¼ m! ðn þ m þ 1Þ 2 dx m¼0 ¼ xn xn1þ2m ð1Þm m! ðn 1 þ m þ 1Þ 2 m¼0 1 X ¼ xn Jn1 ðxÞ: (ii) Multiplying the expression for J-n(x) by x-n throughout and differentiating, we get (ii) (iii) Part (i) implies xn Jn0 ðxÞ þ nxn1 Jn ðxÞ ¼ xn Jn1 ðxÞ and so n Jn0 ðxÞ þ Jn ðxÞ ¼ Jn1 ðxÞ: x Similarly, part (ii) yields n Jn0 ðxÞ þ Jn ðxÞ ¼ Jnþ1 ðxÞ: x Adding (135) and (136), we obtain 2n Jn ðxÞ ¼ Jn1 ðxÞ þ Jnþ1 ðxÞ x or x Jn ðxÞ ¼ ½Jn1 ðxÞ þ Jnþ1 ðxÞ 2n or 2n Jnþ1 ðxÞ ¼ Jn ðxÞ Jn1 ðxÞ: x (iv) Subtracting (136) from (135) yields 2Jn0 ðxÞ ¼ Jn1 ðxÞ Jnþ1 ðxÞ or 1 Jn0 ðxÞ ¼ ½Jn1 ðxÞ Jnþ1 ðxÞ: 2 ð135Þ EXAMPLE 1.152 1 1 Show that e2xðz zÞ is the generating function of the Bessel’s functions. Solution. We have e2xðz zÞ ¼ e2xz : e 2xz " 2 2 1 1 z x zþ x ¼ 1þ 2! 2 2 # 1 r r x z þ ... þ... þ 2 r! " 1 1 1 2 z2 þ x 1þ x z 2! 2 2 1 r r # 2x z þ... þ : r! 1 1 1 1 The coefficient of zn in this expansion is 1 n 1 nþ1 1 2 1 nþ2 1 2 x 2x x 2x 2x þ 2 þ 2 þ ... n! ðn þ 1Þ! ðn þ 2Þ! 2! 2mþn 1 X ð1Þm 1 x ¼ m! ðm þ nÞ! 2 m¼0 ¼ ð136Þ 1 1 X m¼0 x 2mþn ð1Þm ¼ Jn ðxÞ: m! ðn þ m þ 1Þ 2 Thus e2xðz zÞ ¼ 1 1 1 X zn Jn ðxÞ: n¼1 Hence, e2xðz zÞ is the generating function of the Bessel’s function. 1 1 EXAMPLE 1.153 Show that rffiffiffiffiffi 2 sin x (i) J12 ðxÞ ¼ x rffiffiffiffiffi 2 cos x (ii) J 12 ðxÞ ¼ x R 1 (iii) xJ02 ðxÞdx ¼ x2 ½J02 ðxÞ þ J12 ðxÞ. 2 Ordinary Differential Equations Solution. (i) Putting n ¼ 12 in the expression for Jn(x), we have n 1.85 Solution. We know that Jn(z) is a solution of the Bessel’s equation d2y dy ð137Þ z2 2 þ z þ ðz2 n2 Þy ¼ 0: dz dz x 2mþ12 ð1Þm 1 2 m¼0 m ! 2 þmþ1 Put z ¼ li x. Then 1 x12 X ð1Þm x 2m dy dy dx 1 dy ¼ ¼ : ¼ 2 m¼0 m ! mþ 32 2 dz dx dz li dx " # x12 1 and 1 x 2 1 x 4 3 5 7 ¼ þ ... d2y 1 d2y 2 2 2 2 2! 2 2 ¼ 2 2: 2 dz li dx " x12 1 1 x 2 d2y ¼ Putting the values of z; dy dz , and dz2 in (137), we get 2 12 12 32 12 12 2 ! 2 # 1 dy 2 2 1 d y x x þ ðl2i x2 n2 Þy ¼ 0: þ l l i i 1 x 4 2 dx2 l dx l i þ 5 3 1 1 ... i 2: 2 : 2 : 2 2 2 or x12 2 2 x2 x4 dy 2d y 1 1 þ ... ¼ þ x þ ðl2i x2 n2 Þy ¼ 0: ð138Þ x 3! 5! 2 2 dx2 dx r ffiffiffiffiffi pffiffiffi 2 x3 x5 2 sinx: Hence Jn(lix) is a solution of (138). ¼ pffiffiffipffiffiffi x þ ... ¼ x 3! 5! x J12 ðxÞ ¼ 1 X (ii) Putting n ¼ 12 in the expression for J-n(x) and proceeding as in part (i), we obtain part (ii). (iii) We have Z xJ02 ðxÞdx ¼ ¼ x2 2 J ðxÞ 2 0 Z 2 Z 2 Z x 2 J ðxÞþ 2 0 x 2 J ðxÞþ 2 0 of Bessel’s functions is an orthogonal system, with weight function x, on ½0; a; ae <. x2 Solution. Let 2J0 ðxÞJ00 ðxÞdx (integration by parts) 2 ui ¼ Jn ðli xÞ and uj ¼ Jn ðlj xÞ; x2 J0 ðxÞJ1 ðxÞdx since J00 ðxÞ ¼ J1 ðxÞ d ðxJ1 ðxÞÞdx since dx d ðxJ1 ðxÞÞ ¼ xJ0 ðxÞ dx x2 1 x2 ¼ J02 ðxÞþ ðxJ1 ðxÞÞ2 ¼ ½J02 ðxÞþJ12 ðxÞ: 2 2 2 ¼ xJ1 ðxÞ: EXAMPLE 1.154 Show that Jn(lix) is a solution of 2 EXAMPLE 1.155 If l1, l2,. . . are the roots of Jn ðaxÞ ¼ 0 ; a e <, show that the system Jn ðl1 xÞ; Jn ðl2 xÞ; Jn ðl3 xÞ; . . . d y dy þ x þ ðl2i x2 n2 Þy ¼ 0: x2 dx dx i 6¼ j: Then, by Example 1.154, we have x2 u00i þ xu0i þ ðl2i x2 n2 Þui ¼ 0 ð139Þ and 0 x2 u00j þ xu þ ðl2j x2 n2 Þuj ¼ 0: J ð140Þ Multiplying (139) by uJ and (140) by ui and subtracting, we get x2 uj u00i ui u00j þx uj u0i ui u0j þx2 ui uj l2i l2j ¼ 0 or x uj u00i ui u00j þ uj u0i ui u0j ¼ x l2j l2i ui uj 1.86 n Engineering Mathematics-II or 0 d 0 0 0 x uj ui ui uj þ uj ui ui uj ¼ x l2j l2i ui uj dx or Or, using L’Hospital’s Rule, Za a2 li J 0 n ðlj aÞJ 0 n ðli aÞ xJn2 ðli xÞdx ¼ lim lj !li 2lj 0 i d h 0 0 x uj ui ui uj ¼ x l2j l2i ui uj : dx a2 0 2 ½J n ðli aÞ 2 a2 2 ¼ Jnþ1 ðli aÞ: 2 ¼ ð141Þ Integrating (141) with respect to x in [0, a], we get h 0 ia Za 0 2 2 x uj ui ui uj ¼ lj l i xui uj dx Hence 0 or 2 ðl aÞ a2 Jnþ1 i h 0 i 0 a li Jn lj a Jn ðli aÞ lj Jn ðli aÞJn lj a ¼ l2j l2i Za ð142Þ xui uj dx: 0 Since Jn lj a ¼ Jn ðli aÞ ¼ 0, it follows that Za xui uj ¼ 0; li 6¼ lj l2j l2i Za xJn ðli xÞJn lj x dx ¼ 0; xJn2 ðli xÞdx ¼ 1: 0 EXAMPLE 1.156 Show that xnJn(x) is a solution of the differential equation d2y dy x 2 þ ð1 2nÞ þ xy ¼ 0: dx dx Solution. Let y ¼ xn Jn ðxÞ. Then dy d ¼ ðxn Jn ðxÞÞ ¼ xn Jn1 ; and dx dx 0 or Za 2 0 d2y d 0 ¼ ðxn Jn1 Þ ¼ xn Jn1 þ nxn1 Jn1 : dx2 dx i 6¼ j: 0 Hence the system {Jn(lix)} forms an orthogonal system with weight x. Putting the values of y; equation, we get dy dx, and d2 y dx2 in the given d2y dy þ ð1 2nÞ þ xy dx2 dx n1 0 Jn1 þ xnþ1 Jn ¼ xnþ1 Jn1 x x Remark 1.3. From (142), we have Za xJn ðli xÞJn ðlj xÞdx ¼ xnþ1 ðJn Þ þ xnþ1 Jn ¼ 0: 0 ¼ a½li Jn ðlj aÞJ 0 n ðli aÞ lj Jn ðli aÞJ 0 n ðlj aÞ : l2j l2i If li ¼ lj , then right hand side of the above expression is of 00 form. We assume that li is a root of Jn ðaxÞ ¼ 0 and lj ! li . Then we have Z a xJn ðli xÞJn ðlj xÞdx lim lj !li 0 ali Jn ðlj aÞJ 0 n ðli aÞ ¼ lim lj!li l2j l2i EXAMPLE 1.157 Express J4(x) is term of J0(x) and J1(x). Solution. We know that x Jn ðxÞ¼ ½Jn1 ;ðxÞþJnþ1 ðxÞ ðrecurrence formulaÞ 2n or Jnþ1 ðxÞ ¼ 2n Jn ðxÞ Jn1 ðxÞ: x Ordinary Differential Equations Putting n ¼ 1, 2, and 3, we get 2 J2 ðxÞ ¼ J1 ðxÞ J0 ðxÞ x 4 J3 ðxÞ ¼ J2 ðxÞ J1 ðxÞ x 4 2 ¼ J1 ðxÞ J0 ðxÞ J1 ðxÞ x x 8 4 ¼ 2 J1 ðxÞ J0 ðxÞ J1 ðxÞ x x 8 4 ¼ 2 1 J1 ðxÞ J0 ðxÞ; x x 6 J4 ðxÞ ¼ J3 ðxÞ J2 ðxÞ x 6 8 4 ¼ 1 J1 ðxÞ J0 ðxÞ x x x 2 J1 ðxÞ J0 ðxÞ x 48 6 24 2 ¼ 3 J1 ðxÞ J1 ðxÞ 2 J0 ðxÞ J1 ðxÞ þ J0 ðxÞ x x x x 48 8 24 ¼ 3 J1 ðxÞ þ 1 2 J0 ðxÞ: x x x EXAMPLE 1.158 Solve d2z dz x2 2 þ x þ ðx2 64Þz ¼ 0: dx dx Solution. The given equation is evidently Bessel’s equation of order 8, which is an integer. Therefore, its general solution is z ¼ c1 J8 ðxÞ þ c2 Y8 ðxÞ; where c1 and c2 are arbitrary constants. EXAMPLE 1.159 Solve the differential equation d 2 y dy 1 x 2 þ þ y ¼ 0: dx dx 4 pffiffiffi Solution. Let z ¼ x. Then dy dy dz dy 1 ¼ : ¼ : pffiffiffi ; and dx dz dx dz 2 x 2 d 2 y dy 1 1 3 1 d y 1 2 p ffiffi ffi p ffiffi ffi þ ¼ : : x dx2 dz 2 2 2 x dz2 2 x 1 d2y 1 dy 1 d2y 1 dy ¼ 3 ¼ 2 2 3 : 2 4x dz 4z dz 4x2 dz 4z dz n 1.87 Putting these values of the partial derivatives in the given equation, we get z2 1 d2y 1 dy 1 dy 1 þ þ y¼0 4z2 dz2 4z3 dz 2z dz 4 or d 2 y 1 dy 2 dy þ þy¼0 dz2 z dz z dz or z or z2 d 2 y dy þ þ zy ¼ 0 dz2 dz d2y dy þ z þ ðz2 02 Þy ¼ 0; dz2 dz which is Bessel’s equation of order 0. Therefore, its general solution is pffiffiffi pffiffiffi y ¼ c1 J0 ðzÞ þ c2 y0 ðzÞ ¼ c1 J0 x þ c2 Y0 x : EXAMPLE 1.160 Show that x 1 1 1 e2ðz zÞ ¼ J0 ðxÞ þ z J1 ðxÞ þ z2 þ 2 J2 ðxÞ z z 1 þ z3 3 J3 ðxÞ þ . . . z Hence or otherwise show that Z 1 cosðx cos hÞdh: J0 ðxÞ ¼ 0 Solution. We know that 1 X x 1 zn Jn ðxÞ ðgenerating functionÞ e2ðz zÞ ¼ n1 ¼ J0 þ 1 X ðJn zn þ Jn zn Þ n¼1 ¼ J0 þ 1 X ðJn zn þ ð1Þn Jn zn Þ n¼1 ¼ J0 þ 1 X ½zn þ ð1Þn zn Jn n¼1 1 ¼ J0 þ z J1 þ ðz2 þ z2 ÞJ2 z þ ðz3 z3 ÞJ3 þ . . . ð143Þ 1.88 n Engineering Mathematics-II Putting z ¼ ei we get z 1z ¼ 2i sin , z2 þ z12 ¼ 2 cos 2, and so on. Therefore, (143) reduces to eiðx sin Þ ¼ J0 þ ð2i sin ÞJ1 þ ð2 cos 2ÞJ2 þ . . . or cosðx sin Þ þ i sinðx sin Þ ¼ J0 þ ð2i sin ÞJ1 þ ð2 cos 2ÞJ2 þ . . . : Separating real and imaginary parts, we get cosðx sin Þ ¼ J0 þ ð2 cos 2ÞJ2 þ ð2 cos 4ÞJ4 þ . . . ð144Þ Thus, the given equation reduces to z2 which is Bessel’s equation of order zero. Its solution is 3 pffiffiffiffiffiffi y ¼ J0 ðzÞ ¼ J0 ð i xÞ ¼ J0 i2 x ¼1 þi ð145Þ which are called Jacobi’s series. Putting ¼ 2 h in (144), we get cosðx cos hÞ ¼ J0 ð2 cos 2hÞJ2 þ . . . : i3 x2 i 6 x4 i 9 x6 i12 x8 þ þ ... 22 24 ð2!Þ2 26 ð3!Þ2 28 ð4!Þ2 ¼ 1 and sinðx sin Þ ¼ ð2 sin ÞJ1 þ ð2 sin 3ÞJ3 þ ð2 sin 5ÞJ5 þ . . . ; d2y dy þ z þ ðz2 0Þy ¼ 0; dz2 dx x4 22 :42 where 0 0 J0 ¼ 1 ð1Þm x4m 22 :42 :62 . . . ð4mÞ2 is called Bessel’s real (or ber) function and ð2 cos 2hÞJ2 dh þ . . . ¼ J0 : Hence 1 X m¼1 Z J0 dh ... ¼ ber x þ i bei x; 0 ¼ x8 22 :42 :62 :82 x2 x6 x10 2 2 2 þ 2 2 2 2 2 ... 2 2 2 :4 :6 2 :4 :6 :8 :10 ber x ¼ 1 þ Therefore, Z cosðx cos hÞdh Z þ bei x ¼ 1 X ð1Þm m¼1 x4m2 22 :42 :62 . . . ð4m 2Þ2 called Bessel’s imaginary (or bei) function. Z cosðx cos hÞdh: 0 EXAMPLE 1.161 Solve the differential equation d 2 y dy x 2 þ ixy ¼ 0: dx dx Solution. The given equation can be written as d2y dy x2 2 þ x ix2 y ¼ 0: dx dx pffiffiffiffiffiffi Putting z ¼ i x, we have dy dy dz pffiffiffiffiffiffi dy ¼ : ¼ i ; dx dz dx dz d2y d2y ¼ i : dx2 dz2 1.25 FOURIER–BESSEL EXPANSION OF A CONTINUOUS FUNCTION We have proved in Example 1.155 that Bessel’s functions Jn ðlxÞ form an orthogonal set with weight x. This property allows us to expand a continuous function f in Fourier–Bessel series in a range 0 to a. So, let f ðxÞ ¼ c1 Jn ðl1 xÞ þ c2 Jn ðl2 xÞ þ þ cn Jn ðln xÞ ð146Þ where li are the roots of the equation Jn ðlaÞ ¼ 0. To determine the coefficients ci , we multiply both sides of the equation (146) by xJn ðli xÞ and integrate with respect to x between the limits 0 to a. Using orthogonal property and the remark cited above, we have Ordinary Differential Equations Za 0 xJn ðli xÞdx 1¼ 0 ¼ ci a2 2 J ðli aÞ : 2 nþ1 Hence ci ¼ Za 2 2 ðl aÞ a2 Jnþ1 i 1 X cn J0 ðln xÞ: 1 Since f ðxÞ ¼ 1 and a ¼ 1, the coefficients ci are given by Z1 2 ci ¼ 2 xJ0 ðli xÞdx J1 ðli Þ 0 xf ðxÞJn ðli xÞdx: 2 xJ1 ðli xÞ ¼ 2 li J1 ðli Þ 2 : ¼ li J1 ðli Þ 0 Substituting the values of ci in the expression (146), we get the Fourier–Bessel series of f. 1 0 EXAMPLE 1.162 Expand f ðxÞ ¼ x2 ð0 < x < aÞ in Fourier–Bessel series in J2 ðln xÞ if ln a are the positive roots of J2 ðxÞ ¼ 0. Hence the required Fourier–Bessel series is Solution. Let the Fourier–Bessel series of the function f ðxÞ ¼ x2 ð0 < x < aÞ be 1 X cn J2 ðln xÞ: x2 ¼ 1.26 1¼2 The differential equation ð1 x2 Þ We know that ci ¼ ¼ Za 2 ðl aÞ a2 Jnþ1 i 2 a2 J32 ðli aÞ xf ðxÞJn ðli xÞdx 0 Za x3 J2 ðli xÞdx 0 2 x3 J3 ðli xÞ ¼ 2 2 li a J3 ðli aÞ 2a : ¼ li J3 ðli aÞ a 0 Hence the Fourier–Bessel series for f ðxÞ ¼ x2 is 1 X J0 ðln xÞ : l J ðl Þ n¼1 n 1 n LEGENDRE’S EQUATION AND LEGENDRE’S POLYNOMIAL n¼1 2 1.89 Solution. Let the Fourier–Bessel series of f ðxÞ ¼ 1 be Za xf ðxÞJn ðli xÞdx ¼ ci n d2y dy 2x þ nðn þ 1Þy ¼ 0 dx2 dx ð147Þ is called Legendre’s equation of order n, where n is a real number. The equation can be written is the form d2y 2x dy nðn þ 1Þ y ¼ 0: þ dx2 1 x2 dx 1 x2 nðnþ1Þ 2x Since 1x 2 and 1x2 are analytic at 0, the point x ¼ 0 is a regular point of the Legendre’s equation. So let 1 X am x m y¼ m¼0 1 X J2 ðln xÞ : x ¼ 2a J ðl aÞ l n¼1 n 3 n be the power series solution of the given Legendre’s equation about x ¼ 0. Then EXAMPLE 1.163 Expand f ðxÞ ¼ 1 in Fourier–Bessel series in J0 ðln xÞ if l1 ; l2 ; :::; ln are the roots of J0 ðxÞ ¼ 0. 1 d2y X ¼ mðm 1Þam xm2 : 2 dx m¼2 2 1 dy X ¼ mam xm1 ; and dx m¼1 1.90 n Engineering Mathematics-II Putting the values of y; dy dx, and equation, we get 1 X mðm 1Þam xm2 ð1 x2 Þ d2y dx2 in the given 2x mam xm1 þ nðn þ 1Þ m¼1 or 1 X mðm 1Þam x m2 m¼2 2 1 X mam xm þ nðn þ 1Þ mðm 1Þam x m 1 X am x m ¼ 0 m¼0 ðm þ 2Þðm þ 1Þamþ2 xm m¼0 2 am x m ¼ 0 m¼2 m1 or 1 X 1 X m¼0 1 X 1 X mðm 1Þam xn m2 1 X mam xm þ nðn þ 1Þ m¼1 1 X am xm ¼ 0 m¼0 or ½2a2 þ nðn þ 1Þa0 þ ½6a3 2a1 þ nðn þ 1Þa1 x 1 X þ ½ðm þ 2Þðm þ 1Þamþ2 m¼2 þ ðn mÞðn þ m þ 1Þam xm ¼ 0: Equating to zero the coefficient of powers of x, we get 2a2 þ nðn þ 1Þa0 ¼ 0; which yields nðn þ 1Þ a0 ; a2 ¼ 2! 6a3 2a1 þ nðn þ 1Þa1 ¼ 0; which gives ðn 1Þðn þ 2Þ a1 ; a3 ¼ 3! and in general amþ2 ¼ ðn mÞðn þ m þ 1Þ am ; ðm þ 1Þðm þ 2Þ m 2: Putting m ¼ 0, 1, we observe that a2 and a3 are the same as found above. Therefore, amþ2 ¼ ðn 2Þnðn þ 1Þðn þ 3Þ a0 ; 4! ðn 3Þðn 1Þðn þ 2Þðn þ 4Þ a5 ¼ a1 5! and so on. Hence a4 ¼ m¼2 1 X which is called the recurrence solution of the Legendre’s equation. Putting m ¼ 2, 3, . . . we have ðn mÞðn þ m þ 1Þ am ; ðm þ 1Þðm þ 2Þ m 0; nðnþ1Þ 2 ðn1Þðnþ2Þ 3 a0 x x 2! 3! ðn2Þnðnþ1Þðnþ3Þ 4 a0 x þ 4! ðn3Þðn1Þðnþ2Þðnþ4Þ 5 a1 x þ... þ 5! nðnþ1Þ 2 ðn2Þnðnþ1Þðnþ3Þ 4 ¼a0 1 x þ x þ... 2! 4! ðn1Þðnþ2Þ 3 þa1 x x 3! ðn3Þðn1Þðnþ2Þðnþ4Þ 5 þ x þ... 4! ¼a0 y1 ðxÞþa1 y2 ðxÞ;say: y¼a0 þa1 x Thus, y1 contains only even powers of x while y2 contains odd powers of x. Also y1 and y2 are linearly independent. If n is even, then y1(x) is a polynomial of degree n and if n is odd, then y2(x) is a polynomial of degree n. Moreover if an ¼ ð2nÞ! 2 , then n 2 ðn!Þ Pn ðxÞ ¼ a0 þ a2 x2 þ . . . þ an xn if n is even a1 x þ a3 x3 þ . . . þ an xn if n is odd is called the Legendre polynomial of degree n. We note that P0 ðxÞ ¼ 1; P1 ðxÞ ¼ x; 1 1 P2 ðxÞ ¼ ð3x2 1Þ; P3 ðxÞ ¼ ð5x2 3xÞ; 2 2 1 4 2 P4 ðxÞ ¼ ð35x 30x þ 3Þ; and so on: 8 Evidently, the value of the polynomial Pn(x), n ¼ 0, 1, 2,. . . is 1 for x ¼ 1. EXAMPLE 1.164 Show that 1 dn 2 ðx 1Þn ðRodrigue0 s formulaÞ: Pn ðxÞ ¼ n! 2n dxn Ordinary Differential Equations Solution. Putting u ¼ (x2 – 1)n, we have du 2nxu ¼ 2nxðx2 1Þn1 ¼ 2 dx x 1 and so du ð148Þ ð1 x2 Þ þ 2nxu ¼ 0: dx Differentiating (148), (n + 1) times by Leibnitz’s theorem, we get þ 2n½xunþ1 þ ðn þ 1Þun ¼ 0 ð1 x2 Þunþ2 2xunþ1 þ nðn þ 1Þun ¼ 0 or d 2 un dun þ nðn þ 1Þun ¼ 0: 2x 2 dx dx n dn 2 satisfies the Legendre’s Thus, un ¼ dx n ðx 1Þ equation ð1 x2 Þ d2y dy 2x þ nðn þ 1Þy ¼ 0: 2 dx dx Since the solution of Legendre’s equation is Pn(x), we have dn Pn ðxÞ ¼ cun ¼ c n ðx2 1Þn : ð149Þ dx Putting x ¼ 1 in (149), we get dn 1 ¼ c n ðx 1Þn ðx þ 1Þn dx x¼1 ð1 x2 Þ n ¼ c½n! ðx þ 1Þ þ term containing x 1 1.91 Solution. We have, by binomial expansion, 1 ½1ð2xt t2 Þ2 1 1:3 ¼ 1þ ð2xt t2 Þþ 2 ð2xtt2 Þ2 þ... 2 2 :2! 1:3...ð2n5Þ ð2xtt2 Þn2 þ n2 2 ðn2Þ! þ ð1 x2 Þunþ2 2ðn þ 1Þxunþ1 nðn þ 1Þun or n 1:3...ð2n3Þ ð2xtt2 Þn1 2n1 ðn1Þ! 1:3...ð2n1Þ ð2xt t2 Þn þ... þ 2n :n ! 1 3 ¼ 1þxt þ þ :4x2 t2 þ... 2 8 þ þ 1:3...ð2n1Þ 1:3...ð2n3Þ ð2xÞn n1 ðn1Þð2xÞn2 n 2 :n! 2 ðn1Þ! 1:3...ð2n5Þ ðn2Þðn3Þ ð2xÞn4 þ... tn þ... 2n2 ðn2Þ! 1:2 1 ¼ 1þxt þ ð3x2 1Þt2 þ... 2 1:3...ð2n1Þ n nðn1Þ n2 þ x x n! 2ð2n1Þ þ nðn1Þðn2Þðn3Þ n4 x þ... tn þ... 2:4ð2n1Þð2n3Þ ¼ P0 ðxÞþtP1 ðxÞþt2 P2 ðxÞþ...þtn Pn ðxÞþ... ¼ 1 X tn Pn ðxÞ: n¼0 Hence, ð1 2xt þ t2 Þ 2 generates Legendre polynomials Pn(x). 1 along with its powers]x¼1 ¼ c n! 2n ; and so c ¼ n!12n . Thus, Pn ðxÞ ¼ 1 dn 2 ðx 1Þn : n! 2n dxn EXAMPLE 1.166 Express the polynomial x3 + 2x2 – x – 3 in terms of Legendre’s polynomials. Solution. We know that EXAMPLE 1.165 Show that P0 ðxÞ ¼ 1 ð1 2xt þ t2 Þ2 ¼ 1 1 X 1 tn Pn ðxÞ; j x j < 1; j t j < : 3 n¼0 [Thus ð1 2xt þ t2 Þ 2 is a generating function of the Legendre’s polynomials.] 1 ; P1 ðxÞ ¼ x; 1 2 1 P2 ðxÞ ¼ ð3x2 1Þ and so x2 ¼ P2 ðxÞ þ ; 2 3 3 1 2 3 P3 ðxÞ ¼ ð5x3 3xÞ and so x3 ¼ P3 ðxÞ þ P1 ðxÞ: 2 5 5 1.92 n Engineering Mathematics-II or Hence, x þ 2x x 3 3 ¼ 2 Z1 Pm ðxÞPn ðxÞdx ¼ 0; 2 3 2 1 P3 ðxÞ þ P1 ðxÞ þ 2 P2 ðxÞ þ 5 5 3 3 P1 ðxÞ 3P0 ðxÞ m 6¼ n: 1 Hence, {Pn(x)} forms an orthogonal system. 2 4 2 7 ¼ P3 ðxÞ þ P2 ðxÞ P1 ðxÞ P0 ðxÞ: 5 3 5 3 EXAMPLE 1.167 Show that Legendre polynomials are orthogonal on the interval [– 1, 1]. Solution. Let Pm and Pn be Legendre polynomials for m 6¼ n. We want to show that Z1 Pm ðxÞPn ðxÞdx ¼ 0; m 6¼ n: 1 EXAMPLE 1.168 nqffiffiffiffiffiffiffiffi o 2nþ1 ðxÞ forms an orthonormal P Show that n 2 system. nqffiffiffiffiffiffiffiffi o Solution. The system of polynomials 2nþ1 2 Pn ðxÞ will form an orthonormal system if 2n þ 1 2 Z1 0 for m 6¼ n 1 for m ¼ n: Pm ðxÞPn ðxÞdx ¼ 1 By Example 1.167, it follows that Since Pm and Pn satisfy Legendre’s equation, we have ð1x2 ÞP00n ðxÞ2xPm0 ðxÞþmðmþ1ÞPm ðxÞ ¼ 0 ð150Þ ð1x2 ÞP00n ðxÞ2xPn0 ðxÞþnðnþ1ÞPn ðxÞ ¼ 0: ð151Þ Multiplying (150) by Pn(x) and (151) by Pm(x) and subtracting, we get 2n þ 1 2 Pm ðxÞPn ðxÞdx ¼ 0; m 6¼ n: 1 If remains to show that R1 1 2 P2n ðxÞdx ¼ 2nþ1 . In this direction, we have by generating functions, ð1 x2 Þ½Pn ðxÞP00m ðxÞ Pm ðxÞP00n ðxÞ ð1 2xt þ t2 Þ 2 ¼ 1 2x½Pn ðxÞP0m ðxÞ þ Pm ðxÞP0n ðxÞ ¼ ðn2 m2 þ n mÞPm ðxÞPn ðxÞ Z1 and 1 d ½ð1 x2 ÞðPn ðxÞP0m ðxÞ Pm ðxÞP0n ðxÞÞ dx ¼ ðn mÞðn þ m þ 1ÞPm ðxÞPn ðxÞ: Integration on the interval [–1, 1] yields ½ð1 x2 ÞðPn ðxÞP0m ðxÞ Pm ðxÞP0n ðxÞ11 Z1 ¼ ðn mÞðn þ m þ 1Þ Pm ðxÞPn ðxÞdx t m Pm ðxÞ m¼0 ð1 2xt þ t2 Þ 2 ¼ or 1 X 1 X t n Pn ðxÞ: n¼0 Multiplying these two expressions, we get ð1 2xt þ t2 Þ1 ¼ 1 X 1 X t mþn Pm ðxÞPn ðxÞ: m¼0 n¼0 Integrating w.r.t. x on [– 1, 1], we have Z1 1 ð1 2xt þ t2 Þ1 dx 1 or Z1 0 ¼ ðn mÞðn þ m þ 1Þ Pm ðxÞPn ðxÞdx 1 ¼ 1 1 X 1 Z X m¼0 n¼0 1 t mþn Pm ðxÞPn ðxÞdx: Ordinary Differential Equations Since R1 1 Pm ðxÞPn ðxÞdx ¼ 0 for m 6¼ n, the above n¼0 1 ½1680x4 1440x2 þ 144 384 1 ¼ ½35x4 30x2 þ 3: 8 1 1 Z X n¼0 t2n P2n ðxÞdx ¼ 1 P4 ðxÞ ¼ 1 Thus 1 logð1 þ t2 2xt 2t 1 x¼1 2 1 ð1 tÞ 1 1þt ¼ log ¼ log 2t 1t ð1 þ tÞ2 t 3 5 1 t t ¼ 2 t þ þ þ ... 3 5 t t2 t4 t2n ¼ 2 1 þ þ þ ... þ þ ... : 3 5 2n þ 1 Comparing the coefficients of t2n, we have Z1 2 P2n ðxÞdx ¼ 2n þ 1 EXAMPLE 1.170 Establish the following recurrence relations for Legendre polynomial. (i) ðn þ 1ÞPnþ1 ðxÞ ¼ ð2n þ 1ÞxPn ðxÞ nPn1 ðxÞ 0 0 (ii) nPn ðxÞ ¼ xPn ðxÞ Pn1 ðxÞ 0 0 (iii) ð2n þ 1ÞPn ðxÞ ¼ Pnþ1 ðxÞ Pn1 ðxÞ 0 0 (iv) ðn þ 1ÞPn ðxÞ ¼ Pnþ1 ðxÞ xPn ðxÞ 0 (v) ð1 x2 ÞPn ðxÞ ¼ nðPn1 ðxÞ xPn ðxÞÞ 0 (vi) ð1 x2 ÞPn ðxÞ ¼ ðn þ 1ÞðxPn ðxÞ Pnþ1 Þ. Solution. (i) The generating formula for Pn(x) is 1 X 1 tn Pn ðxÞ: ð1 2xt þ t2 Þ 2 ¼ n¼0 1 or 2n þ 1 2 1.93 Therefore, expression reduces to 1 Z1 1 Z X 2 1 ð1 2xt þ t Þ dx ¼ t2n P2n ðxÞdx: 1 n Differentiating w.r.t. t, we get Z1 P2n ðxÞdx ¼ 1: 1 EXAMPLE 1.169 Using Rodrigue’s formula, find the polynomial expression for P4 ðxÞ. Solution. The Rodrigue’s formula is 1 dn 2 ðx 1Þn : Pn ðxÞ ¼ n 2 n! dxn Therefore, 1 d4 2 1 d4 2 ðx 1Þ4 ¼ ðx 1Þ4 : P4 ðxÞ ¼ n 4 2 4! dx 384 dx4 So let y ¼ ðx2 1Þ4 ¼ x8 4x6 þ 6x4 4x2 þ 1: Then, dy ¼ 8x7 24x5 þ 24x3 8x dx d2y ¼ 56x6 120x4 þ 72x2 8 dx2 d3y ¼ 336x5 480x3 þ 144x dx3 d4y ¼ 1680x4 1440x2 þ 144: dx4 1 X 3 1 nPn ðxÞtn1 ð1 2xt þ t2 Þ 2 ð2x þ 2tÞ ¼ 2 n¼0 or ðxtÞð12xt þt2 Þ 2 ¼ ð12xt þt2 Þ 1 1 X nPn ðxÞtn1 n¼0 or ðxtÞ 1 X tn Pn ðxÞ ¼ ð12xt þt2 Þ n¼0 1 X ntn1 Pn ðxÞ: n¼0 n Comparing coefficients of t , we get xPn ðxÞ Pn1 ðxÞ ¼ ðn þ 1ÞPnþ1 ðxÞ 2nxPn ðxÞ þ ðn 1ÞPn1 ðxÞ or ðn þ 1ÞPnþ1 ðxÞ ¼ ð2n þ 1ÞxPn ðxÞ nPn1 ðxÞ (ii) Differentiating the generating formula w.r.t. x, we get 1 X 3 1 0 tn Pn ðxÞ ð1 2xt þ t2 Þ 2 ð2tÞ ¼ 2 n¼0 1.94 n Engineering Mathematics-II or (v) From part (iv), we have 1 X tð1 2xt þ t2 Þ 2 ¼ 3 0 0 tn Pn ðxÞ: n¼0 Replacing n by n – 1, we get On the other hand, differentiation of the generating formula w.r.t. t yields 1 X 3 ntn1 Pn ðxÞ: ð153Þ ðx tÞð1 2tx þ t2 Þ 2 ¼ 0 0 nPn1 ðxÞ ¼ Pn ðxÞ xPn1 ðxÞ: ð155Þ Also, from part (ii), we have 0 0 nPn ðxÞ ¼ xPn ðxÞ Pn1 ðxÞ n¼0 or Dividing (153) by (152), we get 0 0 nxPn ðxÞ ¼ x2 Pn ðxÞ xPn1 ðxÞ: ð156Þ 1 P ntn1 Pn ðxÞ x t n¼0 ¼ P 1 t tn P0n ðxÞ Subtracting (156) from (155), we get 0 nPn1 ðxÞ nxPn ðxÞ ¼ ð1 x2 ÞPn ðxÞ n¼0 or or 1 X 0 ðn þ 1ÞPn ðxÞ ¼ Pnþ1 ðxÞ xPn ðxÞ: ð152Þ nt Pn ðxÞ ¼ ðx tÞ n n¼0 1 X 0 ð1 x2 ÞPn ðxÞ ¼ n½Pn1 ðxÞ xPn ðxÞ: 0 t Pn ðxÞ: n (vi) From (155), we have n¼0 n Comparing the coefficients of t on both sides, we have 0 0 nPn ðxÞ ¼ xPn ðxÞ Pn1 ðxÞ: 0 0 nxPn1 ðxÞ ¼ xPn ðxÞ x2 Pn1 ðxÞ ð157Þ and from part (ii), we have 0 0 nPn ðxÞ ¼ xPn ðxÞ Pn1 ðxÞ: ð158Þ (iii) From (i), we have ðn þ 1ÞPnþ1 ðxÞ ¼ ð2n þ 1ÞxPn ðxÞ nPn1 ðxÞ: Subtracting (158) from (157), we obtain Differentiating w.r.t. x, we get ðn þ 1ÞP0nþ1 ðxÞ ¼ ð2n þ 1ÞPn ðxÞ Replacing n by n + 1, we get 0 þ ð2n þ 1ÞxP0n ðxÞ nP0n1 ðxÞ: ð154Þ ð1 x2 ÞPn ðxÞ ¼ ðn þ 1Þ½xPn ðxÞ Pnþ1 ðxÞ : EXAMPLE 1.171 Show that if n is odd, then But from part (ii) 0 0 n½xPn1 ðxÞ Pn ðxÞ ¼ ð1 x2 ÞPn1 ðxÞ : 0 xPn ðxÞ ¼ nPn ðxÞ þ Pn1 ðxÞ: 0 Pn ðxÞ ¼ ð2n 1ÞPn1 ðxÞ þ ð2n 5ÞPn3 ðxÞ Therefore, (154) reduces to þ ð2n 9ÞPn5 ðxÞ þ . . . þ 3P1 ðxÞ : 0 ðn þ 1ÞPnþ1 ðxÞ ¼ ð2n þ 1ÞPn ðxÞ 0 0 þ ð2n þ 1Þx½nPn ðxÞ þ Pn1 ðxÞ nPn1 ðxÞ Solution. We have 0 0 ð2n þ 1ÞPn ðxÞ ¼ Pnþ1 ðxÞPn1 ðxÞ or ð2n þ 1ÞPn ðxÞ ¼ P0nþ1 P0n1 : Changing n to (n – 1), (n – 3), (n – 5),. . ., we get (iv) From part (ii), we have 0 0 ð2n þ 1ÞPn ðxÞ ¼ Pnþ1 ðxÞ Pn1 ðxÞ and from part (ii), we have 0 0 nPn ðxÞ ¼ xPn ðxÞ Pn1 ðxÞ: Subtracting, we obtain 0 ðrecurrence formulaÞ: 0 ðn þ 1ÞPn ðxÞ ¼ Pnþ1 ðxÞ xPn ðxÞ: 0 0 ð2n 1ÞPn1 ðxÞ ¼ Pn ðxÞ Pn2 ðxÞ 0 0 ð2n 5ÞPn3 ðxÞ ¼ Pn2 ðxÞ Pn4 ðxÞ 0 0 ð2n 9ÞPn5 ðxÞ ¼ Pn4 ðxÞ Pn6 ðxÞ ... ... 0 0 3P1 ðxÞ ¼ P2 ðxÞ P0 ðxÞ if n is odd: Ordinary Differential Equations Adding these equations, we get ð2n 1ÞPn1 ðxÞ þ ð2n 5ÞPn3 ðxÞ þ ð2n 9ÞPn5 ðxÞ þ . . . þ 3P1 ðxÞ 0 0 0 ¼ Pn ðxÞ P0 ðxÞ ¼ Pn ðxÞ 0 0 ¼ Pn ðxÞ; since P0 ðxÞ ¼ 1: n 1.95 Solution. (i) Generating function formula is 1 X 1 tn Pn ðxÞ : ð1 2xt þ t2 Þ 2 ¼ n¼0 Therefore, 1 X 1 tn Pn ðxÞ ¼ ð1þ2xt þt2 Þ 2 n¼0 ¼ ½12xðtÞþt2 2 1 1 X X ¼ ðtÞn Pn ðxÞ ¼ ð1Þn tn Pn ðxÞ 1 EXAMPLE 1.172 Show that Z1 xPn ðxÞPn1 ðxÞdx ¼ 1 2n : 4n2 1 Solution. We know that ðn þ 1ÞPnþ1 ðxÞ ¼ ð2n þ 1ÞxPn ðxÞ nPn1 ðxÞ : n¼0 n¼0 and so Pn(–x) ¼ (–1)n Pn (x) . (ii) We have 1 X 1 Pn ð1Þtn ¼ ð1 2t þ t2 Þ 2 ¼ ð1 tÞ1 n¼0 ¼ 1 þ t þ t2 þ . . . þ t n þ . . . 1 X tn : ¼ Changing n to n –1, we get nPn ðxÞ ¼ ð2n 1ÞxPn1 ðxÞ ðn 1ÞPn2 ðxÞ n¼0 or xPn1 ðxÞ ¼ 1 ½nPn ðxÞ þ ðn 1ÞPn2 ðxÞ : 2n 1 Therefore, Hence Pn ð1Þ ¼ 1 : (iii) We note that 1 X 1 tn Pn ð1Þ ¼ ð1 þ 2t þ t2 Þ 2 Z1 n¼0 ¼ ð1 þ tÞ1 ¼ xPn ðxÞPn1 ðxÞdx 1 2n1 n ¼ 2n1 ¼ ð1Þn tn : n¼0 1 ¼ 1 X 1 2n1 Z1 ½nPn ðxÞþðn1ÞPn2 ðxÞPn ðxÞdx 1 Z1 P2n ðxÞdxþ 1 n1 2n1 Z1 Pn ðxÞPn2 ðxÞdx 1 Z1 P2n ðxÞdxþ0 using orthogonal property 1 n 2 2n ¼ : ¼ 2 2n1 2nþ1 4n 1 EXAMPLE 1.173 Show that (i) Pn ðxÞ ¼ ð1Þn Pn ðxÞ (ii) Pn ð1Þ ¼ 1 (iii) Pn ð1Þ ¼ ð1Þn : Hence Pn ð1Þ ¼ ð1Þn : Second Method. From part (i) Pn ðxÞ ¼ ð1Þn Pn ðxÞ : Therefore, Pn ð1Þ ¼ ð1Þn Pn ð1Þ ¼ ð1Þn usingðiiÞ: 1.27 FOURIER–LEGENDRE EXPANSION OF A FUNCTION We have qffiffiffiffiffiffiffiffiestablished in Examples 1.167 and 1.168 that 2nþ1 2 fPn ðxÞg constitutes an orthonormal system. Therefore, as in the case of Fourier expansion, the expansion in terms of Pn(x) of a given function f (x) is possible. Let 1 X cn Pn ðxÞ : ð159Þ fðxÞ ¼ n¼0 1.96 n Engineering Mathematics-II Multiplying both sides by Pn(x) and integrating both sides by [–1, 1], we get Z1 Z1 2 2 f ðxÞPn ðxÞdx ¼ cn Pn ðxÞdx ¼ cn 2n þ 1 1 and so on. Hence, Fourier–Legendre expansion of the given function is f ðxÞ ¼ 1 3 7 27 ¼ P0 ðxÞ þ P1 ðxÞ P3 ðxÞ þ P4 ðxÞ 2 4 16 16 þ ... and so Z1 f ðxÞPn ðxÞdx : 1 The coefficients cn are called Fourier–Legendre coefficients and the expansion (159) is called Fourier–Legendre expansion of f (x) . 1.28 x dy y dx ¼ ðx2 þ y2 Þ dx 0; 1; f ðxÞ ¼ 1 < x < 0 0 < x < 1: Solution. We have x dy y dx ¼ ðx2 þ y2 Þdx in Fourier–Legendre series. or Solution. We have 2n þ 1 2 Z1 f ðxÞPn ðxÞdx ¼ 1 2n þ 1 2 x dy y dx ¼ dx x2 þ y2 Z1 Pn ðxÞdx: or 1 Therefore, 1 c0 ¼ 2 c1 ¼ c2 ¼ 3 2 5 2 Z1 1 P0 ðxÞdx ¼ 2 Z1 0 0 Z1 Z1 P1 ðxÞdx ¼ 3 2 0 0 Z1 P2 ðxÞdx ¼ 5 2 Z1 1 dx ¼ ; 2 xdx ¼ Z1 0 7 c3 ¼ 2 3 1 3 ¼ ; 2 2 4 7 P3 ðxÞdx ¼ 2 Z1 y tan1 ¼ x þ C: x EXAMPLE 1.176 1 Solve ð1 þ y2 Þdx ¼ ðetan y xÞdy. 5x3 3x dx 2 which is of the form 7 x4 x2 7 ¼ 5 3 ¼ ; 2 0 4 4 16 Z1 Z1 9 9 35x4 30x2 þ 3 27 c4 ¼ dx ¼ ; P4 ðxÞdx ¼ 2 2 8 16 0 Integrating, we get Solution. The given equation can be written as 0 1 y d tan1 ¼ dx: x 3x2 1 5 dx ¼ ½x3 x10 ¼ 0; 2 4 0 0 0 MISCELLANEOUS EXAMPLES EXAMPLE 1.175 Solve the differential equation EXAMPLE 1.174 Expand cn ¼ cn Pn ðxÞ n¼0 1 2n þ 1 cn ¼ 2 1 X 1 dx x etan y ¼ ; þ 2 1 þ y2 dy 1 þ y dx þ Px ¼ Q; dy where P and Q are function of y only. The integrating factor is R 1 1 dy I:F ¼ e 1þy2 ¼ etan y : Ordinary Differential Equations Therefore the solution of the differential equation is Z tan1 y e 1 tan1 y ¼ :etan y dy þ c xe 1 þ y2 Z 2tan1 y e e2 tan 1 y dy þ c ¼ ¼ þc 1 þ y2 2 or 2xetan 1 y 1 ¼ e2tan y þ c1 : EXAMPLE 1.177 Solve the initial value problem ex ðcos ydx sin ydyÞ ¼ 0, yð0Þ ¼ 0. y constant or Therefore @M ¼ ex sin y @y or @N ¼ ex sin y: @x Hence the given equation is exact. The solution of the given differential equation is Z Z Mdx þ ðterms in N not containing xÞdy ¼ k yconstant or ex cos y ¼ k: Using the initial condition yð0Þ ¼ 0, we get k ¼ e0 cos 0 ¼ 1. Hence the required solution is ex cos y ¼ 1: EXAMPLE 1.178 Solve the1 following equation ðxy2 ex3 Þdx x2 y dy ¼ 0: Solution. The equation here is 1 xy2 ex3 dx x2 ydy ¼ 0 Comparing it with Mdx þ Ndy ¼ 0, we have M ¼ xy2 e Therefore @M ¼ 2xy @y 1 x3 and and N ¼ x2 y @N ¼ 2xy: @x 1.97 @N Since @M @y 6¼ @x ; the given equation is not exact. But @M @N 2xy ð2xyÞ 4 @y @x ¼ ¼ ; 2 N x y x R 4 which is a function of x only. Hence e x dx ¼ e4 log x ¼ x14 is the integrating factor. So multiplying the given equation throughout by x14 , we get y2 1 1 y ð 3 4 ex3 Þdx 2 dy ¼ 0; x x x which is an exact equation. Therefore the required solution is 2 Z y 1 13 x dx ¼ c 4e 3 x y constant x Solution. The given equation is of the form Mdx þ Ndy ¼ 0, where M ¼ ex cos y and N ¼ ex sin y: and n y2 þ 2x2 Z 1 13 3 dx ¼ c ex 3 x4 y2 1 1 þ ex3 ¼ c: 2 2x 3 EXAMPLE 1.179 Solve the differential equation ðy cos x þ 1Þ dx þ sin x dy ¼ 0: Solution. The given differential equation is of the form Mdx þ Ndy ¼ 0, where M ¼ y cos þ1; N ¼ sin x: Now @M @N ¼ cos x; ¼ cos x: @y @x Therefore the given equation is exact and its solution is Z Z ðy cos þ1Þdx þ 0dy ¼ C y constant or y sin x þ x ¼ C: EXAMPLE 1.180 If the air is maintained at 30 C and the temperature of the body cools from 80 C to 60 C in 12 minutes, find the temperature of the body after 24 minutes. 1.98 n Engineering Mathematics-II Solution. Let T be the temperature of the body at any instant t. By Newton’s law of cooling, we have dT ¼ kðT T0 Þ dt and so variable separation yields dT ¼ kdt: T T0 Integrating, we get logðT T0 Þ ¼ kt þ log C or dT ¼ k dt: dt Integrating, we get logðT T0 Þ ¼ kt þ log C or T T0 ¼ Cekt : or T 30 ¼ c ekt : Therefore C¼ But when t ¼ 10 ; T ¼ 250 . Therefore 250 ¼ 80 þ 220 e10k ; which yields T 30 ¼ 50 ekt : e10k ¼ Now when t ¼ 12 ; T ¼ 60 . Therefore 60 30 ¼ 50 e12k k¼ 30 ¼ 50 e12 k 1 5 k ¼ log : 12 3 T ¼ 30 þ 50 eð12 log3Þ t 1 1 29 log ¼ 0:02578: 10 7 Hence or which yields 250 80 17 ¼ 220 22 or or 3 12k ¼ log 5 Hence ð160Þ Equation (160) gives T 80 ¼ C e kt When t ¼ 0 ; T ¼ 300 . Therefore C ¼ 300 80 ¼ 220 . Thus T ¼ 80 þ 220 ekt : T T0 ¼ C ekt But when t ¼ 0 ; T ¼ 80 : 80 30 ¼ 50 and we have or T ¼ 80 þ 220 e0:2578t : Therefore temperature of the body after 20 minutes is T ¼ 80 þ 220 e5:156 : 5 When t ¼ 24, we have T ¼ 30 þ 50 e2 log3 5 9 ¼ 30 þ 50 elog25 9 ¼ 30 þ 50 ¼ 30 þ 18 ¼ 48 C: 25 EXAMPLE 1.181 Suppose that an object is heated to 300 F and allowed to cool in a room whose air temperature is 80 F. If after 10 minutes the temperature of the object is 250 F, what will be its temperature after 20 minutes? Solution. By Newton’s law of cooling, we have dT ¼ kðT T0 Þ; dt EXAMPLE 1.182 A bacterial culture growing exponentially increases 200 to 500 grams in the period from 6 AM to 9 AM. How many grams will it be at noon? Solution. The governing differential equation of this problem is dx ¼ kx; dt which has the solution as ð161Þ x ¼ C ekt : When t ¼ 0 ; x ¼ 200. Therefore (161) gives C ¼ 200. Thus ð162Þ x ¼ 200 ekt : When t ¼ 3 hours, x ¼ 500. Therefore (162) yields 500 ¼ 200 e3k Ordinary Differential Equations or n 1.99 or 5 ð163Þ e3k ¼ 2 At noon t ¼ 6 hour, using (163), we have 2 5 6k 3k 2 x ¼ 200 e ¼ 200ðe Þ ¼ 200 ¼ 1250 grams: 2 log r þ 2 log cos h ¼ log c 2 or h log r þ log cos2 ¼ log c 2 or h rcos2 ¼ c 2 EXAMPLE 1.183 Find the orthogonal trajectories of the family 2a ¼ 1 cos h: r or r ð1 þ cos hÞ ¼ c 2 or Solution. We have 2c ; 1 þ cos h which is the required orthogonal trajectory. r¼ 2a ¼ 1 cos h; r or 2a : ð164Þ 1 cos h Differentiating (164) with respect to h; we get dr ð1 cos hÞ ð0Þ 2aðsin hÞ ¼ dh ð1 cos hÞ2 r¼ ¼ 2a sin h ð1 cos hÞ2 : ð165Þ r dh h ¼ cot dr 2 or sin h2 dr h ¼ tan dh ¼ dh: r 2 cos h2 Integrating, we get h log r ¼ 2 log cos þ log c 2 or which yields m ¼ 1; 2; 3. Therefore C.F: ¼ c1 ex þ c2 e2x þ c3 e3x : 2 sin h2 cos h2 1 dr sin h ¼ ¼ r dh 1 cos h 2sin2 h2 or Solution. The auxiliary equation for the given nonhomogeneous equation is m3 6m2 þ 11m 6 ¼ 0 ðm 1Þðm 2Þðm 3Þ ¼ 0; Dividing (165) by (164), we get h ¼ cot : 2 dr in (166), we get Replacing dh by r2 dh dr 1 dh h r2 ¼ cot r dr 2 EXAMPLE.1.184 Solve ðD3 6D2 þ 11D 6Þy ¼ e2x þ e3x ð166Þ The particular integral is given by 1 e2x P.I ¼ ðD 1ÞðD 2ÞðD 3Þ 1 e3x þ ðD 1ÞðD 2ÞðD 3Þ 1 e2x ¼ ð2 1Þð2 2Þð2 3Þ 1 þ e3x : ð3 1Þð3 2Þð3 3Þ 1 2x 1 3x ¼ e e : 60 120 Hence the complete solution of the given differential equation is y ¼ C.F: þ P.I ¼ C1 ex þ C2 e2x þ c3 e3x 1 2x 1 3x e e : 60 120 1.100 n Engineering Mathematics-II EXAMPLE.1.185 Solve ðD2 þ 4D þ 13Þy ¼ e2x Hence the complete solution is Solution. The auxiliary equation for the given differential equation is m2 4m þ 13 ¼ 0; pffiffiffiffiffiffiffiffiffiffi which yields m ¼ 4 1652 ¼ 2 3i. Therefore 2 C.F ¼ ðc1 cos 3x þ c2 sin 3xÞe2x : 1 y ¼ C.F þ P.I ¼ c1 cos x þ c2 sin x þ x sin x 4 1 1 x 2 þ cos 3x þ e ðx 2x þ 1Þ: 16 2 EXAMPLE 1.187 Solve ðD2 þ 1Þy ¼ sin2 x. Solution. We have The particular integral is given by 1 1 e2x FðxÞ ¼ 2 P.I ¼ f ðDÞ D 4D þ 13 1 1 e2x ¼ e2x : ¼ 2 2 4ð2Þ þ 13 9 The auxiliary equation is m2 þ 1 ¼ 0; which yields m ¼ i. Therefore C.F: ¼ c1 cos x þ c2 sin x: Hence the complete solution is Now 1 y ¼ C.F þ P.I ¼ ðc1 cos 3x þ c2 sin 3xÞe2x þ e2x : 9 EXAMPLE.1.186 Solve ðD2 þ 1Þy ¼ sin x sin 2x þ ex x2 . Solution. The auxiliary equation for the given differential equation is m2 þ 1 ¼ 0; which yields m¼ 2: Therefore C.F ¼ c1 cos x þ c2 sin x: The particular integral is given by 1 1 sin x sin 2x þ 2 ex x2 P.I ¼ 2 D þ1 D þ1 1 1 1 ex x2 ¼ 2 ðcos x cos 3xÞ þ 2 D þ1 2 D þ1 1 1 cos x cos 3x ¼ 2ðD2 þ 1Þ 2ðD2 þ 1Þ 1 þ ex x2 ðD þ !Þ2 þ 1 x 1 cos 3x ¼ sin x 4 2ð9 þ 1Þ 1 ex D2 þ 1þDþ x2 2 2 x 1 1 ¼ sin x þ cos 3x þ ex ðx2 2x þ 1Þ: 4 16 2 ðD2 þ 1Þy ¼ sin2 x: 1 1 1 cos 2x FðxÞ ¼ 2 f ðDÞ D þ1 2 1 ½1 cos 2x ¼ 2ðD2 þ 1Þ 1 1 1 1 ¼ cos 2x ¼ cos 2x 2 2ðD2 þ 1Þ 2 2ð4 þ 1Þ 1 1 ¼ þ cos 2x: 2 6 Hence the solution is 1 1 y ¼ c1 cos x þ c2 sin x þ þ cos 2x: 2 6 P.I ¼ EXAMPLE 1.188 Find the particular integral of ðD2 2D þ lÞy ¼ cosh x: Solution. The required particular integral is 1 cosh x P.I ¼ 2 D 2D þ 1 1 ex þ ex ¼ 2 2 D 2D þ 1 1 1 1 1 ex þ : 2 ex ¼ : 2 2 D 2D þ 1 2 D 2D þ 1 1 1 1 ex þ ex ¼ x: 2 2D 2 8 1 2 1 x 1 x ¼ x : e þ e 2 2 8 1 2 x 1 x ¼ x e þ e : 4 8 Ordinary Differential Equations EXAMPLE 1.189 Solve the differential equation Solution. The auxiliary equation for the given differential equation is m2 þ 4 ¼ 0; 2i: Therefore, C.F ¼ c1 cos 2x þ c2 sin 2x: Further, 1 1 P.I ¼ 2 ðxsin xÞ ¼ 2 x½I.P: of eix D þ4 D þ4 " # 1 1 ix ix x e ¼ I.P: of e ¼ I.P of 2 x D þ4 ðD þ iÞ2 þ 4 ¼ I.P: of eix 1 D2 þ 2iD 1 þ 4 1.101 Hence the complete solution of the given differential equation is d2y þ 4y ¼ x sin x: dx2 which yields m ¼ n x 1 x ¼ I.P: of eix 2 D þ 2iD 1 þ 3 " # 1 x ¼ I.P: of eix 2 2 3 1 þ 3 iD þ D3 " 1 # 1 2 D2 ix ¼ I.P: of e 1 þ iD þ x 3 3 3 1 2 D2 ¼ I.P of eix 1 iD 3 3 3 # ) 2 2 2 D þ iD þ x 3 3 1 2 ¼ I.P of eix x i 3 3 1 2 ¼ I.P: of ðcos x þ isin xÞ x i 3 3 1 2 2 ¼ I.P: of xcos x þ ix sin x i cos þ sin x 3 3 3 1 2 2 ¼ I.P: of xcos x þ sin x þ i x sin x cos x 3 3 3 1 2 ¼ x sin x cos x : 3 3 y ¼ c1 cos 2x þ c2 sin 2x þ 1 2 x sin x cos x : 3 3 EXAMPLE 1.190 2 3x Solve: ddx2y 3 dy dx þ 2y ¼ xe þ sin 2x: Solution. The auxiliary equation for the given differential equation is m2 3m þ 2 ¼ 0, which yields m ¼ 1; 2. Hence C.F: ¼ c1 ex þ c2 e2x : Further, P.I ¼ ¼ 1 1 ½xe3x þ sin 2x FðxÞ ¼ 2 f ðDÞ D 3D þ 2 1 1 ðxe3x Þ þ 2 ðsin 2xÞ D2 3D þ 2 D 3D þ 2 ¼ e3x þ 1 1 2 ðD þ 3Þ 3ðD þ 3Þ þ 2 x 1 ðsin 2xÞ 4 3D þ 2 2 3D ðsin 2xÞ ð2 þ 3DÞð2 3DÞ 1 1 3x D2 þ 3D 2 3D ¼ e 1þ x ðsin 2xÞ 2 2 4 9D2 1 3x 3D D2 2 3D ¼ e 1 þ x ðsin 2xÞ 2 2 2 4 þ 36 1 3x 3 1 ½2 sin 2x 3Dðsin 2xÞ ¼ e x 2 2 40 ¼ e3x 1 D2 þ 3D þ 2 x 1 3 1 6 ¼ xe3x e3x sin 2x þ cos 2x 2 4 20 40 1 1 ¼ e3x ð2x 3Þ þ ð3 cos 2x sin 2xÞ: 4 20 Hence the complete solution of the given differential equation is 1 1 y ¼ c1 ex þ c2 e2x þ e3x ð2x 3Þ þ ð3 cos 2x 4 20 sin 2xÞ: 1.102 n Engineering Mathematics-II EXAMPLE 1.191 Solve: d2 x dx dt2 4 dt þ 13x ¼ 0 with xð0Þ ¼ 0; dxð0Þ dt ¼ 2: Solution. The auxiliary equation for the given equation is m2 4m þ 13 ¼ 0; which yield m ¼ 2 solution is 3i. Therefore the general x ¼ e2t ½c1 cos 3t þ c2 sin 3t: When t ¼ 0 we have x ¼ 0. Therefore c1 ¼ 0. Further, dx ¼ e2t ½3c1 sin 3t þ 3c2 cos 3t dt þ 2e2t ½c1 cos 3t þ c2 sin 3t When t ¼ 0; dx dt ¼ 2 and so we have 2 2 ¼ 3c2 þ 2c1 ) c2 ¼ : 3 Hence 2 x ¼ e2t sin 3t: 3 EXAMPLE 1.192 Solve ðx2 D2 þ 4xD þ 2Þy ¼ x log x. Solution. The given Cauchy–Euler equation is x2 d2y dy þ 4x þ 2y ¼ x log x: dx2 dx Proceeding as in Example 1.115, we put x ¼ et and reduce the equation to the form ½DðD 1Þ þ 4D þ 2y ¼ t et : The C.F for this equation is C.F ¼ c1 et þ c2 e2t : The particular integral is 1 t et P.I ¼ 2 D þ 3D þ 2 1 ¼ et t 2 ðD þ 1Þ þ 3ðD þ 1Þ þ 2 1 t ¼ et 2 D þ 5D þ 6 1 t ¼ et 6 1 þ 56 D þ 16 D2 1 1 5 1 1 þ D þ D2 ¼ et t 6 6 6 1 5 1 ¼ et 1 D D 2 þ t 6 6 6 1 t 5 1 t 5 ¼ t e et : ¼ e t 6 6 6 36 Hence the solution is 1 5 y ¼ c1 et þ c2 e2t þ t et et 6 36 c1 c2 1 5 ¼ þ 2 þ x log x x: x x 6 6 EXAMPLE 1.193 Convert ðx3 D2 þ 3x2 D þ 5xÞy ¼ 2 into a differential equation with constant co-efficients. Solution. Given equation can be written as 2 ðx2 D2 þ 3xD þ 5Þy ¼ ; x which is Cauchy’s homogeneous linear difference equation, Let x ¼ et : Then, we have x dy dx ¼ Dy and 2 d y x2 dx2 ¼ DðD 1Þy; where D ¼ dtd . Hence given equation reduces to ½DðD 1Þ þ 3D þ 5y ¼ 2:et or ðD2 þ 2D þ 5Þy ¼ 2et : EXAMPLE 1.194 Solve ðxD2 þ DÞy 0: Solution. The given differential equation with variable coefficients is x D2 y þ Dy ¼ 0: Ordinary Differential Equations x D y þ x Dy ¼ 0; 2 which is Cauchy–Euler equation. Putting x ¼ et so that t ¼ log x, we have dy d2y ¼ Dy and x2 2 ¼ DðD 1Þy: dx dx Consequently, the given equation transforms to ½DðD 1Þ þ D y ¼ 0 or D2 y ¼ 0. Integrating twice, we get y ¼ at þ b ¼ a log x þ b: x ðx2 D2 xD 3Þ y ¼ x2 ðlog xÞ2 Solution. The given equation x2 d2y dy x 3y ¼ x2 ðlog xÞ2 2 dx dx is a Cauchy–Euler homogeneous linear equation. So put x ¼ et so that t ¼ log x. Then x dy ¼ Dy dx and x2 d2y ¼ DðD 1Þy; dx2 EXAMPLE 1.195 Solve ðx2 D2 3xD þ 4Þy ¼ x2 given that yð1Þ ¼ 1 and y0 ð1Þ ¼ 0. and the given equation transforms to Solution. We are given the differential equation or ðx2 D2 3x D þ 4Þ y ¼ x2 ; which is a Cauchy–Euler homogeneous equation. Putting x ¼ et so that t ¼ log x, we have dy d2y ¼ Dy and x2 2 ¼ ½DðD 1Þy: dx dx Therefore the given equation transforms to ½DðD 1Þ D 3y ¼ t2 e2t ðD2 2D 3Þy ¼ t2 e2t : The roots of the auxiliary equation m2 2m 3 ¼ 0 are m ¼ 3 and m ¼ 1. Therefore x C.F ¼ c1 e3t þ c2 et : Now ½DðD 1Þ 3D þ 4y ¼ e2t or D2 4D þ 4 y ¼ e2t which yields ð167Þ m ¼ 2; 2: Therefore C.F: ¼ ðc1 þ c2 tÞe2t : Further 1 e2t D2 4D þ 4 1 1 ¼t e2t ¼ t2 : e2t 2D 4 2 1 2 2t ¼ t e : 2 Hence the required solution is P: I ¼ y ¼ C: F þ P: I ¼ ðc1 þ c2 log xÞ x2 þ x2 ðlog xÞ2 : 2 1 ðt2 e2t Þ D2 2D 3 1 ¼ e2t t2 2 ½ðD þ 2Þ 2ðD þ 2Þ 3 1 2t t2 ¼e 2 D þ 2D 3 e2t 1 t2 ¼ 2 3 1 3 D D32 1 1 2D D2 ¼ e2t 1 t2 þ 3 3 3 1 2D D2 4D2 þ þ t2 ¼ e2t 1 þ þ 3 9 3 3 1 2D 7D2 þ t2 ¼ e2t 1 þ þ 9 3 3 1 2 7 ¼ e2t t2 þ Dðt2 Þ þ D2 ðt2 Þ 3 3 9 1 4 14 : ¼ e2t t2 þ t þ 3 3 9 P.I ¼ The auxiliary equation for the equation (167) is m2 4m þ 4 ¼ 0; 1.103 EXAMPLE 1.196 Solve the differential equations: Multiplying throughout by x, we get 2 n 1.104 n Engineering Mathematics-II Therefore the complete solution is y ¼ C.F þ P.I Hence the complete solution of the given differential equation is 1 1 3 y ¼ C.F þ P.I ¼ c1 e4t þ c2 et e2t t þ 6 2 8 2 c x 1 3 2 ¼ c1 x4 þ log x þ : x 6 2 8 1 4 14 ¼ c1 e3t þ c2 et e2t t2 þ t þ 3 3 9 2 c2 x 4 14 ðlog xÞ2 þ log x þ : ¼ c1 x3 þ x 3 3 9 EXAMPLE 1.197 Solve the differential equation x2 d 2 y dy 2x 4y ¼ x2 þ 2 log x: dx2 dx EXAMPLE 1.198 2 Solve: ð2x þ 3Þ2 ddx2y þ 5ð2x þ 3Þ dy dx þ y ¼ 4x: Solution. We have ð2x þ 3Þ2 Solution. The given Cauchy–Euler homogeneous linear equation is d2y dy x2 2 2x 4y ¼ x2 þ 2 log x: dx dx Substitute x ¼ et so that t ¼ log x. Then dy d2y ¼ DðD 1Þy: x ¼ Dy and dx dx2 Therefore the given equation reduces to DðD 1Þy 2Dy 4y ¼ e þ 2t d2y dy þ 5ð2x þ 3Þ þ y ¼ 4x; dx2 dx which is Legendre’s linear equation. So putting 2x þ 3 ¼ et or t ¼ logð2x þ 3Þ, the given equation reduces to et 3 4ðD2 DÞ þ 10D þ 1 y ¼ 4 2 or ð4D2 þ 6D þ 1Þy ¼ 2et 6: 2t or ðD2 3D 4Þy ¼ e2t þ 2t: The characteristic equation for the equation is m2 3m 4 ¼ 0; which yields m ¼ 4; 1: Thus C.F ¼ c1 e4t þ c2 et : The particular integral is given by 1 2t e2t þ 2 et : P.I ¼ 2 D 3D þ 4 D 3D þ 4 e2t 2t ¼ 4 6 4 4 1 D3D 4 1 e2t 1 D2 3D 1 t ¼ 6 2 4 1 2t 1 D2 3D 1þ þ t ¼ e 6 2 4 1 1 1 D2 3D ¼ e2t t t 6 2 2 4 4 1 1 3 ¼ e2t t þ : 6 2 8 The auxiliary equation is 4m2 þ 6m þ 1 ¼ 0; pffiffiffiffiffiffiffiffiffiffi pffiffi pffiffi which yields m ¼ 6 83616 ¼ 6 82 5 ¼ 3 4 5. Therefore pffi pffi 3þ 5 3 5 C.F ¼ c1 e 4 t þ c2 e 4 t ; Further, 1 2 ð2et 6Þ ¼ et 6 4D2 þ 6D þ 1 11 2 ¼ ð2x þ 3Þ 6: 11 Hence the solution is P.I ¼ y ¼ C.F þ P.I pffi pffi 3þ 5 3 5 ¼ c1 ð2x þ 3Þ 4 þ c2 ð2x þ 3Þ 4 2 þ ð2x þ 3Þ 6 11 EXAMPLE 1.199 Solve by using the method of variation of parameters ðD2 þ 9Þy ¼ cot 3x: Ordinary Differential Equations Solution. The auxiliary equation is m2 þ 9 ¼ 0; which yields m ¼ 3i: Therefore, C.F ¼ c1 cos 3x þ c2 sin 3x: To find P. I, let FðxÞ ¼ cot 3x; y1 ¼ cos 3x: and y2 ¼ sin 3x: Then Wronskian y y cos 3x sin 3x ¼ 3: W ¼ 01 02 ¼ y1 y2 3 sin 3x 3 cos 3x Therefore P.I ¼ y1 Z y2 FðxÞ dx þ y2 W Z Z y1 FðxÞ dx W 1 cos 3x sin 3x cot 3xdx 3 Z 1 þ sin 3x cos 3x cot 3xdx 3 Z Z 1 1 cos2 3x cos 3x cos 3xdx þ sin 3x dx ¼ 3 3 sin 3x Z 1 1 1 sin2 3x cos 3x sin 3x þ sin 3x dx ¼ 9 3 sin 3x 1 1 ¼ cos 3x sin 3x þ sin 3x 9 3 Z ¼ ðcosec3x sin 3xÞdx 1 1 ¼ cos 3x sin 3x þ sin 3x 9 3 1 cos 3x logðcosec3x cot 3xÞ þ 3 3 1 ¼ sin 3x½logðcosec3x cot 3xÞ 9 EXAMPLE 1.200 Solve ðD2 þ a2 Þy ¼ tan ax by the method of variation of parameters. Solution. We have ðD2 þ a2 Þy ¼ tan ax. It’s auxiliary equation is m2 þ a2 ¼ 0, which yields m ¼ ai: Therefore C. F ¼ c1 cos ax þ c2 sin ax: To find particular integral, let y1 ¼ cos ax and y2 ¼ sin ax: n Thus the wronskian W is given by y W ¼ 10 y1 Hence cos ax y2 ¼ y02 a sin ax sin ax ¼ a: a cos ax Z Z y2 FðxÞ y1 FðxÞ dx þ y2 dx P: I ¼ y1 W W Z cos ax ¼ sin ax tan ax dx a Z sin ax cos ax tan ax dx þ a Z cos ax sin2 ax dx ¼ a cos ax Z sin ax cos ax tan ax dx þ a Z cos ax 1 cos2 ax dx ¼ a cos ax Z sin ax þ cos ax tan ax dx a Z cos ax ðsec ax cos axÞdx ¼ a Z sin ax þ sin ax dx a cos ax ½log ðsec ax þ tan axÞ sin ax ¼ a2 1 2 sin ax cos ax a cos ax ¼ ½log ðsec ax þ tan axÞ: a2 Hence the complete solution of the given differential equation is cos ax y ¼ C.F þ P. I ¼ c1 cos ax þ c2 sin ax a2 ½logðsec ax þ tan axÞ EXAMPLE 1.201 Solve the differential equation by the method of variations of parameters: y00 þ y ¼ sec2 x Solution. The given differential equation is Then y01 ¼ a sin ax and y02 ¼ a cos ax: 1.105 y00 þ y ¼ sec2 x: 1.106 n Engineering Mathematics-II The symbolic form of the equation is ðD2 þÞy ¼ sec2 x: The auxiliary equation is m2 þ 1 ¼ 0, which yields m ¼ i. Therefore C.F ¼ c1 cos x þ c2 sin x: To find particular integral, let y1 ¼ cos x and y2 ¼ sin x: Then y01 ¼ sin x and y02 ¼ cos x: The wronskian W is given by y1 y2 cos x ¼ W ¼ 0 y1 y02 sin x Therefore sin x ¼ 1: cos x Z Z y2 FðxÞ y1 FðxÞ dx þ y2 dx P.I ¼ y1 W W Z ¼ cos x sin x sec2 x dx Z þ sin x cos x sec2 x dx Z ¼ cos x sec x tan x dx Z þ sin x sec x cos x dx ¼ cos x sec x þ sin x logðsec x þ tan xÞ ¼ 1 þ sin x logðsec x þ tan xÞ: Hence the complete solution is y ¼ C.F þ P.I ¼ c1 cos x þ c2 sin x 1 þ sin x logðsec x þ tan xÞ: EXAMPLE 1.202 Find the general solution of the equation y00 þ 16y ¼ 32 sec 2x, using method of variation of parameters. Solution. The symbolic form of the given differential equation is ðD2 þ 16Þy ¼ 32 sec 2x: The roots of the auxiliary equation m2 þ 16 ¼ 0 are m ¼ ± 4i. Therefore the complementary function is C.F ¼ c1 cos 4x þ c2 sin 4x: To find the particular integral, let FðxÞ ¼ 32 sec 2x, y1 ¼ cos 4x, y2 ¼ sin 4x. Then the Wronskian W is given by y y2 cos 4x sin 4x ¼ 4: W ¼ 10 y1 y02 4 sin 4x 4 cos 4x By the method of variation of parameters, we have Z Z y2 FðxÞ y1 FðxÞ P.I ¼ y1 dx þ y2 dx w w Z sin 4xð32 sec 2xÞ dx ¼ cos 4x 4 Z cos 4xð32 sec 2xÞ dx þ sin 4x 4 Z ¼ 8 cos 4x sec 2xð2 sin 2x cos 2xÞ dx Z þ 8 sin 4x ð2cos2 2x 1Þ sec 2x dx Z ¼ 16 cos 4x sin 2x dx þ 8 sin 4x Z ðcos 2x sec 2xÞdx cos 2x þ 8 sin 4x ¼ 16 cos 4x 2 1 sin 2x log ðsec 2x þ tan 2xÞ 2 ¼ 8 cos 4x cos 2x þ 8 sin 4x sin 2x 4 sin 4x log ðsec 2x þ tan 2xÞ ¼ 8 cos ð4x 2xÞ 4 sin 4x log ðsec 2x þ tan 2xÞ ¼ 8 cos 2x 4 sin 4x log ðsec 2x þ tan 2xÞ: Hence the required solution is y ¼ C.F þ P.I ¼ c1 cos 4x þ c2 sin 4x þ 8 cos 2x 4 sin 4x logðsec 2x þ tan 2xÞ EXAMPLE 1.203 2 1 (a) Solve: ddx2y þ dy dx 2y ¼ 1ex by using the method of variation of parameters. Ordinary Differential Equations 2 x (b) Solve ddx2y þ 2 dy log x by using the dx þ y ¼ e method of variation of parameters. Solution. (a) The symbolic form of the given differential equation is 1 : ðD þ D 2Þy ¼ 1 ex 2 The corresponding auxiliary equation is m2 þ m 2 ¼ 0; which yields m ¼ 1 ; 2. Hence C.F ¼ c1 ex þ c2 e2x : Let y1 ¼ ex ; y2 ¼ e2x y02 2x ¼ 2e Let FðxÞ ¼ so that y01 ¼ ex and : 1 1ex . Then Wronskian W is given by y1 y2 e x e2x ¼ W ¼ 0 y 1 y0 2 ex 2e2x ¼ 3ex e2x : Therefore, Z Z y2 FðxÞ y1 FðxÞ dx þ y2 dx W W Z e2x dx ¼ ex x 2x 3e e ð1 ex Þ Z ex þ e2x dx 3ex e2x ð1 ex Þ Z Z 1 ex 1 2x e2x ¼ ex e dx dx: 1 ex 1 ex 3 3 P.I ¼ y1 But, Z ex dx ¼ 1 ex Z 1 dz ; ex ¼ z 2 z ð1 zÞ Z 1 1 1 þ 2þ dz ¼ z z 1z 1 ¼ log z logð1 zÞ z z 1 ex ex ¼ log ¼ log 1 ex 1z z and Z e2x 1 dx ¼ 1 ex 2 Z n 1.107 dz 1 ¼ logð1 zÞ 1z 2 1 ¼ logð1 ex Þ: 2 Therefore, 1 ex 1 ex þ e2x logð1 ex Þ: P.I: ¼ ex log x 1e 3 6 Hence the complete solution is 1 ex y ¼ c1 ex þ c2 e2x þ ex log ex 3 1 ex 1 þ e2x logð1 ex Þ: 6 (b) The auxiliary equation for the given differential equation is m2 þ 2m þ 1 ¼ 0; Which yields m ¼ 1 ; 1. Thus C.F ¼ ðc1 þ c2 xÞex : To find P. I, let y1 ¼ ex Then, x e W ¼ x e Therefore, and y2 ¼ x ex : x ex ¼ e2x : x ex þ ex Z Z y2 FðxÞ y1 FðxÞ dx þ y2 dx W W Z xex :ex log x ¼ ex dx e2x Z x x e :e log x þ xex dx e2x Z Z log x dx ¼ ex x log x dx þ x ex P.I ¼ y1 ¼ ex x2 x2 log x þ x ex ½x log x x: 2 4 EXAMPLE 1.204 Solve: ðD2 3DD0 þ 2D02 Þz ¼ sin x cos y: Solution. Replacing D by m and D0 by 1, the auxiliary equation is m2 3m þ 2 ¼ 0; 1.108 n Engineering Mathematics-II Which yields m ¼ 1; 2. Therefore C: F ¼ 1 ðy þ xÞ þ 2 ðy þ 2xÞ: Further, 1 sin x cos y D2 3DD0 þ 2D02 1 ¼ 2 D 3DD0 þ 2D02 1 ½sin ðx þ yÞ þ sinðx yÞ 2 1 1 ¼ sinðx þ yÞ 2 D2 3DD0 þ 2D02 1 sin ðx yÞ þ 2 D 3DD0 þ 2D02 1 1 sin ðx þ yÞ ¼ 0 2 ðD 2D Þ ðD D0 Þ 1 1 sin ðx yÞ þ 2 ðD 2D0 Þ ðD D0 Þ 1 1 ¼ 2 ð1 2ÞðD D0 Þ Z cos u du; where u ¼ x þ y P: I ¼ 1 1 2 ðD 2D0 Þð1 þ 1Þ Z sin u du; where u ¼ x y þ 1 sin ðx þ yÞ 2ðD D0 Þ 1 cos ðx yÞ 4ðD 2D0 Þ 1 x1 1 x1 sin ðx þ yÞ cos ðx yÞ ¼ 2 12 :1! 4 1:1! 1 1 ¼ x sin ðx þ yÞ x cosðx yÞ: 2 4 ¼ EXAMPLE 1.205 A simple pendulum of length l is oscillating through a small angle h in a medium in which the resistance is proportional to velocity. Find the differential equation of its motion. Discuss the motion and find the period of oscillation. Solution. Please refer to Figure 1.9 of Article 1.22. We have jAOP ¼ h, AP ¼ s ¼ lh; OA ¼ l: The resistance is proportional to the velocity and so it is l ds dt , where l is a constant. Therefore the equation of motion along the tangent is d2s ds m 2 ¼ mg sin h l : dt dt or d 2 ðlhÞ l dðlhÞ þ g sin h ¼ 0 þ dt2 m dt or d 2 h l dh g þ sin h ¼ 0 þ dt2 m dt l Thus, to the first approximation of sinh; we have d2h dh gh ¼ 0; ð168Þ þ 2k þ dt2 dt l where ml ¼ 2k. The differential equation (168) describes the motion of the bob. Its auxiliary equation is g m2 2km þ ¼ 0; l pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi whose roots are m ¼ k k 2 v2 ; where g 2 v ¼ l : Since the oscillatory motion of the bob is possible only if k < v; the roots are k pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi i v2 k 2 : Therefore the solution of differential equation (168) is h pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi h ¼ ekt C1 cos v2 k 2 t pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi i þC2 sin v2 k 2 t ; 2 which gives a vibratory motion of period pffiffiffiffiffiffiffiffiffiffi . v2 k 2 EXAMPLE 1.206 (a) Solve the simultaneous equations dx dt y ¼ t and dy 2 þ x ¼ t . dt (b) Solve the following simultaneous equations dy dx dt ¼ 3x þ 2y and dt ¼ 5x þ 3y. (c) Solve the following simultaneous equations dy dx dt þ 5x 2y ¼ t, dt þ 2x þ y ¼ 0. Solution. (a) We have Dx y t ¼ 0; x þ Dy t ¼ 0: 2 ð169Þ ð170Þ Multiplying (169) by D and adding to (170), we get D2 x Dt t2 ¼ 0 Ordinary Differential Equations or 2 or D2 x ¼ 1 þ t2 : dt2 Therefore dx t3 ¼ t þ þ c1 dt 3 Hence and t2 t4 x ¼ þ þ c1 x þ c2 : 2 12 Putting the value of dx dt in (169), we get t3 t ¼ þ c1 y t ¼ 0 3 or t3 y ¼ þ c1 : 3 Thus the required solution is t2 t4 x ¼ þ þ c1 x þ c2 ; 2 12 t3 y ¼ þ c1 : 3 (b) The given equations are dx dy ¼ 3x þ 2y and ¼ 5x þ 3y: dt dt In symbolic form, we have ðD 3Þx 2y ¼ 0; ð171Þ 5x þ ðD 3Þy ¼ 0 ðD 3Þ2 x 2ðD 3Þy ¼ 0 ð172Þ 10x þ 2ðD 3Þy ¼ 0 ð173Þ 2x þ ðD þ 1Þy ¼ 0 ð177Þ Operating (176) by ðD þ 1Þ and multiplying (177) by 2 and then adding, we get ðD2 þ 6D þ 9Þx ¼ 1 þ t: The auxiliary equation is m2 þ 6D þ 9 ¼ 0 and so m ¼ 3; 3 and hence C.F ¼ ðc1 þ c2 tÞe3t Further, 1 D 2 1þ ð1 þ tÞ ¼ ð1 þ tÞ P.I ¼ 9 3 ðD þ 3Þ2 1 2D 1 1 þ ð1 þ tÞ ¼ tþ : ¼ 1 9 3 9 3 1 Hence, 3t 1 1 t þ ð178Þ þ 9 3 ð174Þ Therefore, dx 1 ¼ 3ðc1 þ c2 tÞe3t þ c2 e3t þ : dt 9 Putting in the first (given) equation, we get 1 2 4 y ¼ ðc1 þ c2 tÞe3t þ c2 e3t t þ ð179Þ 2 9 27 Hence the solution is given by (178) and (179). ð175Þ EXAMPLE 1.207 Solve the following simultaneous equations dx dy þ 2x þ 3y ¼ 0; 3x þ þ 2y ¼ 2et dt dt Adding (172) and (173), we get ½ðD 3Þ2 x 10x ¼ 0 or The auxiliary equation of (174) is m2 6m 1 ¼ 0; pffiffiffiffiffi which gives m ¼ 3 10. Therefore pffiffiffiffiffi pffiffiffiffiffi 3t x ¼ e ½c1 cosh 10t þ c2 sin 10t pffiffiffiffiffi pffiffiffiffiffi 1 pffiffiffiffiffi y ¼ ½e3t 10½c1 sinh 10t þ c2 cosh 10t: 2 (c) The symbolic forms of the equations are ðD þ 5Þx 2y ¼ t ð176Þ x ¼ C.F þ P.I ¼ ðc1 þ c2 tÞe or ðD2 6D 1Þx ¼ 0 1.109 From equation (171), we have (using (175)) dx 2y ¼ 3x dt pffiffiffiffiffi pffiffiffiffiffi pffiffiffiffiffi ¼ e3t 10½c1 sinh 10t þ c2 cosh 10t pffiffiffiffiffi pffiffiffiffiffi pffiffiffiffiffi þ 3 e3t 10½c1 cosh 10t þ c2 sinh 10t pffiffiffiffiffi pffiffiffiffiffi pffiffiffiffiffi 3 e3t 10½c1 cosh 10t þ c2 sinh 10t pffiffiffiffiffi pffiffiffiffiffi ¼ e3t ½c1 sinh 10t þ c2 cosh 10t: D x1t ¼0 2 n 1.110 n Engineering Mathematics-II Solution. In symbolic representation, we have ðD þ 2Þx þ 3y ¼ 0 ð180Þ and 3x þ ðD þ 2Þy ¼ 2et : ð181Þ 2 ð2nÞ! . (d) P2n ð0Þ ¼ ð1Þ 22n ðn!Þ2 Solution. (a) We have (see solved Exercise 45, chapter 1) d ½ð1 x2 ÞP0n ðxÞPn ðxÞ þ nðn þ 1ÞPn ðxÞ ¼ 0 dx Multiplying (180) by ðD þ 2Þ and (181) by 3 and subtracting, we get ðD þ 2Þ2 x 9x ¼ 6et or or ðD2 þ 4D 5Þx ¼ 6et nðn þ 1ÞPn ðxÞ d ¼ ½ð1 x2 ÞP0n ðxÞPn ðxÞ dx ð182Þ The auxiliary equation for (182) is m2 þ 4m 5 ¼ 0; whose roots are 1 and 5. Therefore C.F ¼ c1 et þ c2 e5t : Further, Multiplying both sides of (185) by Pn ðxÞ and integrating between the limits –1 and 1, we get Z1 1 ð6et Þ 2 D þ 4D 5 1 t ð6et Þ ¼ ð6et Þ ¼t 2D þ 4 6 ¼ tet : P.I ¼ Hence the complete solution of (182) is x ¼ c1 et þ c2 e5t tet ð185Þ nðn þ 1Þ P2n ðxÞdx 1 Z1 ¼ ½ð1 x2 ÞP0n ðxÞ0 Pn ðxÞdx 1 ¼ fPn ðxÞ½ð1 x2 ÞP0n ðxÞg11 ð183Þ Differentiating (183) with respect to t, we have dx ¼ c1 et 5c2 e5t ½et þ tet : dt dx Putting the value of dx dt in the equation dt þ 2x þ 3y ¼ 0; we get dx 3y ¼ 2x ¼ c1 et 5c2 e5t et tet dt 2½c1 et þ c2 e5t tet Z1 þ 1 Z1 ¼ ð1 x2 Þ½P0n ðxÞ2 dx 1 But ¼ 3c1 et þ 4c2 e5t þ et þ 3tet Z1 P2n ðxÞdx ¼ or 4 1 ð184Þ y ¼ c2 e5t c1 et þ et þ tet 3 3 Expressions (183) and (184) represent the required solution. EXAMPLE.1.208 1 R (a) Show that ð1 x2 Þ½P0 n ðxÞ2 dx ¼ 2nðnþ1Þ 2nþ1 : 1R1 1 n R (b) Show that f ðxÞPn ðxÞdx ¼ ð1Þ ðx2 1Þn 2n n! ðnÞ 1 1 f ðxÞdx. (c) Show that J3 ðxÞ þ 3J00 ðxÞ þ 4J0000 ðxÞ ¼ 0: P0n ðxÞð1 x2 ÞP0n ðxÞdx 1 2 : 2n þ 1 Therefore (186) implies Z1 ð1 x2 ÞðP0n ðxÞ2 dx ¼ 1 2nðn þ 1Þ : 2x þ 1 (b) By Rodrigue’s formula, we have Pn ðxÞ ¼ 1 dn 2n n ! dxn ðx2 1Þn : ð186Þ Ordinary Differential Equations Therefore integrating by parts , we have Z1 1 1 f ðxÞPn ðxÞdx ¼ n 2 n! 1 ¼ n 2 n! Z1 " Z1 f 0 ðxÞ 1 ð1Þ ¼ n 2 n! Z1 1 ð1Þ2 ¼ n 2 n! d n1 2 n ðx 1Þ dxn1 1 3 d n1 2 n ðx 1Þ dx5 dxn1 d n1 f ðxÞ n1 ðx2 1Þdx dx 4J0000 ðxÞ þ 3J00 ðxÞ þ J3 ðxÞ ¼ 0: (d) Since ð1 2xt þ t2 Þ2 is generating function of the Legendre’s polynomial, we have 1 Z1 f ðxÞ 1 d n1 2 ðx 1Þn dx dxn1 :::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::: Z1 Hence 0 (using integration by parts second time) ð1Þn ¼ n 2 n! 1 J0000 ðxÞ ¼ ½J00 ðxÞ J20 ðxÞ 2 1 1 1 ¼ J00 ðxÞ þ fJ1 ðxÞ J0 ðxÞg 2 2 2 1 1 1 ¼ J00 ðxÞ þ J1 ðxÞ J3 ðxÞ 2 4 4 1 0 1 1 ¼ J0 ðxÞ þ ½J00 ðxÞ J3 ðxÞ 2 4 4 3 0 1 ¼ J0 ðxÞ J3 ðxÞ: 4 4 1 f ðxÞ 1.111 and dn f ðxÞ n ðx2 1Þn dx dx 1 n f ðnÞ ðxÞðx2 1Þn dx 1 (using integration by parts nth time) (c) We know that d n ½x Jn ðxÞ ¼ xn Jnþ1 ðxÞ dx (Please see Example 1.151 (ii)) Putting n ¼ 0, we have J00 ðxÞ ¼ J1 ðxÞ: Therefore J000 ðxÞ ¼ J10 ðxÞ 1 ¼ ½J0 J2 2 (Please see Example 1.151 (iv)) ð1 2x þ t2 Þ2 ¼ tn Pn ðxÞ 1 or X 1 1:3 4 tn Pn ð0Þ ¼ 1 t2 þ t 2 2:4 1:3:5 ð2r 1Þ 2r t ð1Þr 2:4:6 ð2rÞ þ Equating coefficients of t2n on both sides, we get 1:3:5 ð2n 1Þ 2:4:6 ð2nÞ 1:2:3:4 ð2n 1Þ2n ¼ ð1Þn ½2:4:6 ð2nÞ2 ð2nÞ ! ð2nÞ ! ¼ ð1Þn ¼ ð1Þn : 2 n 2n ½2 ð1:2 nÞ 2 ðn !Þ2 P2n ð0Þ ¼ ð1Þn EXAMPLE 1.209 Solve the simultaneous equations dx dy þ y ¼ sin t; þ x ¼ cos t; dt dt given that x ¼ 2, y ¼ 0 when t ¼ 0 Solution. We have dx þ y ¼ sin t dy and dy þ x ¼ cos t; dt 1.112 n Engineering Mathematics-II under the condition that x ¼ 2, y ¼ 0 when t ¼ 0. In symbolic form, we have Dx þ y ¼ sin t ð187Þ Dy þ x ¼ cos t: ð188Þ which are analytic at x ¼ 0. Hence x ¼ 0 is a regular singular point. So, let 1 X an xnþm ; an 6¼ 0: y¼ Multiplying (187) by D and subtracting (188) from the resultant equation, we have D2 x x ¼ cos t cos t ¼ 0: Differentiating twice, we get 1 dy X ðn þ mÞan xnþm1 ¼ dx n¼0 Its Auxiliary equation is m2 1 ¼ 0; which yields m¼ n¼0 1 d2y X ¼ ðn þ mÞðn þ m 1Þan xnþm2 : dx2 n¼0 1: Hence x ¼ c1 et þ c2 et : When t ¼ 0, we have x ¼ 2. Therefore c 1 þ c2 ¼ 2 ð189Þ ð190Þ Now putting the value of x from (189) in (187), we get Dðc1 et þ c2 et Þ þ y ¼ sin t 2 d y Substituting the values of y, dy dx and dx2 in the given equation, we have 1 1 X X 2ðn þ mÞðn þ m 1Þan xnþm ðn þ mÞan xnþm n¼0 n¼0 þ 1 X an xnþmþ1 n¼0 or or 1 X c1 et c2 et þ y ¼ sin t: or y ¼ c1 e þ c2 e t t þ sin t When t ¼ 0, y ¼ 0. Therefore 0 ¼ c1 þ c2 ð191Þ 5an xnþm ¼ 0 n¼0 ½2ðn þ mÞðn þ m 1Þ ðn þ mÞ 5an xnþm n¼0 þ ð192Þ Solving (190) and (192), we have c1 ¼ 1 ; c2 ¼ 1. Hence the required solution is x ¼ et þ et ; y ¼ et þ et þ sin t: 1 X 1 X an xnþmþ1 ¼ 0 n¼0 or 1 X ½2n2 þ 2m2 þ 4mn 3n 3m 5an xnþm n¼0 EXAMPLE 1.210 Solve the following differential equation in series: d2y dy 2x2 2 x þ ðx 5Þy ¼ 0: dx dx Solution. Comparing the given equation with d2y dy þ PðxÞ þ QðxÞy ¼ 0; d x2 dx we get 1 x5 PðxÞ ¼ ; QðxÞ ¼ : 2x 2x2 At x ¼ 0, both PðxÞ and QðxÞ are not analytic. Thus x ¼ 0 is a singular point. Further 1 x5 and x2 QðxÞ ¼ ; xPðxÞ ¼ 2 2 þ 1 X an xnþmþ1 ¼ 0 n¼0 or 1 X ½2n2 þ 2m2 þ 4mn 3n 3m 5an xnþm n¼0 þ 1 X an xnþmþ1 ¼ 0 n¼0 or 1 X ½2n2 þ 2m2 þ 4mn 3n 3m 5an xnþm n¼0 þ 1 X n¼1 an1 xnþm ¼ 0 Ordinary Differential Equations or n 1.113 Therefore the general solution is ð2m2 3m 5Þa0 xm þ 1 X y ¼ c 1 y1 þ c2 y2 ½ð2n2 þ 2m2 þ 4mn x x2 x3 5 þ ¼ Ax2 1 þ þ 9 198 7722 x x2 x3 þ Bx1 1 þ þ þ þ : 5 30 90 n¼1 3n 3m 5Þan þ an1 x mþn ¼ 0: Therefore the indicial equation is 5 ; 1: 2 Equating to zero the other coefficients, we have 2m2 3m 5 ¼ 0; m¼ which yields ð2n þ 2m þ 4mn 3n 3m 5Þan 2 2 ð193Þ ¼ an1 for n 1: For m ¼ 52, we have from (193), ð2n2 þ 7nÞan ¼ an1 ; a 1 or an1 ; n 1: 2n2 þ 7n Thus, putting n ¼ 1 ; 2 ; 3; we get a0 a1 ¼ 9 a0 a2 ¼ 198 a0 a3 ¼ 7722 and so on. Therefore x x2 x3 5 þ : y 1 ¼ a0 x 2 1 þ 9 198 7722 EXAMPLE 1.211 For Bessel’s polynomial Jn ðxÞ of degree n, show that (a) J20 ðxÞ ¼ 1 x42 J1 ðxÞ þ 2x J0 ðxÞ (b) J02 þ 2 J12 þ J22 þ J32 þ ¼ 1. Solution. (a) We know that 1 Jn0 ðxÞ ¼ ½Jn1 ðxÞ Jnþ1 ðxÞ: 2 an ¼ Therefore 1 J20 ðxÞ ¼ ½J1 ðxÞ J3 ðxÞ: 2 Also Jnþ1 ðxÞ ¼ or an ¼ an1 ; n 2n2 7n 4 J3 ðxÞ ¼ J2 ðxÞ J1 ðxÞ x 4 2 ¼ J1 ðxÞ J0 ðxÞ J1 ðxÞ x x 8 4 ¼ 2 1 J1 ðxÞ J0 ðxÞ: x x 1 1: Therefore, a0 a0 ¼ 5 5 a1 a0 ¼ a2 ¼ 6 30 a2 a0 ¼ ; a3 ¼ 3 90 and so on. Hence x x2 x3 y2 ¼ a0 x1 1 þ þ þ þ 5 30 90 a1 ¼ 2n Jn ðxÞ Jn1 ðxÞ: x Therefore For m ¼ 1, the relation (1) yields ð2n2 7nÞan ¼ an1 ; n ð194Þ Putting this value in (194), we get 4 2 0 J2 ðxÞ ¼ 1 2 J1 ðxÞ þ J0 ðxÞ: x x (b) From example 1.151, the Jacobi’s series are J0 þ 2J2 cos 2 þ 2J4 cos 4 þ ¼ cosðx sin Þ and 2J1 sin þ 2J3 sin 3 þ 2J5 sin 5 þ ¼ sinðx sin Þ: 1.114 n Engineering Mathematics-II Squaring these equations and integrating with respect to in the interval ð0; Þ, we get J02 þ 2 J22 þ 2J 24 þ Z ¼ cos2 ðx sin Þd ð195Þ 0 ð196Þ 0 Adding (195) and (196) we get Z J02 þ 2 J12 þ 2 J22 þ ¼ dy dx ¼ y0 ¼ yþx x (c) 2xy and 2J12 þ 2 J32 þ 2 J52 þ Z ¼ sin2 ðx sin Þd (b) ydx xdy ¼ d ¼ : 0 J02 þ 2 J12 þ 2 J22 þ 2J32 þ ¼ 1: 3y2 þx2 Ans. x2 + y2 ¼ cx3 (d) Ans. y ¼ x log |cx| 4. Reduce the following equations to homogeneous form and solve them (a) (2x + y 3)dy ¼ (x + 2y – 3)dx Ans. (y – x)3 ¼ k(y + x – 2) (b) (x + 2y) (dx – dy) ¼ dx + dy Ans. logðxþyþ 13Þ þ 32 ðy xÞ þ k axþhyþg þ (c) dy dx hxþbyþf ¼ 0: Ans. ax2 + 2hxy + by2 + 2gx + 2fy + c ¼ 0 5. Solve the following linear equations : 2 (a) x2 dy dx ¼ 3x 2yx þ 1 Ans. y ¼ xþ 1x þ xc2 : (b) ðxþ1Þ Hence pffiffiffiffiffiffiffiffiffiffiffiffiffiffi x2 þ y2 dx pffiffiffiffiffiffiffiffiffiffiffiffiffiffi Ans. y þ x2 þ y2 ¼ c (c) dy dx dy dx ¼ y ¼ e3x ðx þ 1Þ2 : Ans. y¼ ðxþ1Þð13 e3x þ cÞ xþy cos x 1þsin x 2 EXERCISES 1. Form differential equation from the following equations (a) y ¼ a e2x þ be3x þ c e x 2 Ans. x ddx2y þ 2 dy dx xy ¼ 0 2 (b) x ¼ A cos (nt + a) Ans. ddt2x þ n2 x ¼ 0 2. Solve the separable equations (a) (x 4) y4 dx x3(y3 3) dy ¼ 0. Ans. 1x þ x22 þ 1y y13 ¼ c ¼ e2x3y þ 4x2 e3y Ans. 3e x 2e3y þ 8x3 ¼ c dy (c) dx x tanðy xÞ ¼ 1: Ans. log sin (y x) ¼ 12x2 + c (b) dy dx 2 (d) ðx yÞ2 dy dx ¼ a : Ans. alog (e) dx dt xya xyþa ¼ 2y þ k ¼ x 2xþ2 2 Ans.pxffiffiffi ¼ 1 + tan (t + c) þ cot y¼ 0 if yð 2Þ ¼ =4: (f) x dy dx Ans. x¼ 2 cos y 3. Solve the homogeneous equations : (a) dy dx ¼ yx þ sin yx Ans. 2x tan1 ðcxÞ Ans. yð1 þ sin xÞ ¼ c x2 (d) y log y dx + (x – log y) dy ¼ 0 Ans. x ¼ 12 log y þ logc y 2 c (e) xlog x dy dx þy¼ log x : Ans. y¼ log xþ log x 6. Solve the following equations (a) (x3 y2 + xy) dx ¼ dy. 2 Ans. 1y ¼ x2 2 þ cex =2 (b) dy dx y x tan 1þx ¼ ð1 þ xÞe sec y Ans. sin y ¼ (1 + x) (ex + c) þ xz log z ¼ xz ðlog zÞ2 Ans. log1 z ¼ 1 þ cx dy 3 (d) dx þ y tan x ¼ y sec x Ans. cos2 x ¼ y2(c + 2 sin x) 7. Solve the exact equations (a) [y (1 + 1x) + cos y]dx + (x + log x – x sin y)dy ¼ 0 Ans. y(x + log x) + x cos y ¼ 0 (c) dz dx (b) [5x4 + 3x2 y2 2xy3]dx ¼ (2x3y – 3x2 y2 – 5y4)dy ¼ 0 Ans. x5 + x3 y2 – x2 y3 – y5 ¼ 0 (c) 2x y3 dx þ y 2 3x2 y4 dy ¼ 0 Ans. x2 – y2 ¼ cy3 (d) (x + y – a ) x dx + (x2 – y2 –b2)y dy ¼ 0. 2 2 2 Ans. x4 + 2x2 y2 – y4 – 2a2x2 – 2b2y2 ¼ c Ordinary Differential Equations 8. Solve the following equations which are reducible to exact equations: (a) (y2 + 2x2y) dx + (2x3 xy)dy ¼ 0. pffiffiffiffiffi 3=2 ¼ c Ans. 6 xy yx 2 2 (b) (x + y + 1) dx 2xy dy ¼ 0. 2 Ans. x2 1x yx ¼ c (c) (xy ex/y + y2)dx x2 ex/y dy ¼ 0 Ans. 3log x 2 log y +yx¼ c (d) x dy – y dx + a(x2 + y2)dx ¼ 0 Ans. axþ tan1 yx ¼ c 2 2 Ans. x2 þ xy ¼ c (e) x dy – y dx ¼ xy dx 3 x3 þy3 (f) dy Ans. 3 log x yx ¼ c dx ¼ xy2 9. In RC circuit containing steady voltage V, find the change at any time t. Also derive expression for the current flowing through the circuit. V t t Ans Q ¼ CV ð1 e RC and I ¼ e RC R : 10. An RL circuit has an e.m.f. of 3 sin 2t volts, a resistance of 10 ohms, an inductance of 0.5 henry, and an initial current of 6 amp. Find the current in the circuit at any time t. : 30 3 20t þ 101 sin 2t 101 cos 2t Ans I ¼ 609 101 e 11. If the air is maintained at 30 C and the temperature of the body cools from 80 C to 60 C in 12 min, find the temperature of the body after 24 min. Ans. 48 C 12. A pipe 20 cm in diameter contains steam at 200 C. It is covered by a layer of insulation 6 cm thick and thermal conductivity 0.0003. If the temperature of the outer surface is 30 C, find the heat loss per hour from 2 metre length of the pipe. Ans. 490,000 cal. 13. A steam pipe 20 cm in diameter is covered with an insulating sheath 5 cm thick, the conductivity of which is 0.00018. If the pipe has the constant temperature 100 C, and outer surface of the sheath is kept at 30 C, find the temperature of the sheath as a function of the distance x from the axis of the pipe. How much heat is lost per hour through a section 1 metre long. Ans. T ¼ 497.5 – 172.6 log x and Q ¼ 70300 cal. n 1.115 14. A tank contains 5000 litres of fresh water. Salt water which contains 100 gm of salt per litre flows into it at the rate of 10 l/min and the mixture kept uniform by stirring, runs out at the same rate. When will the tank contain 2,00,000 gm of salt? How long will it take for the quantity of salt in the tank to increase from 1,50,000 gm to 2,50,000 gm? Ans. 4 h 15.52 min, 2 h 48.23 min 15. The amount x of a substance present in a certain chemical reaction at time t is given by dx dt þ x 10t ¼ 2 1:5 e : If at t ¼ 0, x ¼ 0. 5, find x at 10 69 t ¼ 10. Ans 20 2e : 16. Radium decomposes at a rate proportional to the amount present. If a fraction p of the original amount disappears in 1 year, how much will it remain at the end of 21 years? Hint: use x ¼ x0 ekt. Using given data k ¼ log 1p] Ans. ð1 1pÞ21 times the original amount 17. Find the orthogonal trajectories of the family of curves r ¼ a(1+cos h). Ans. r ¼ c(1 – cos h) 18. Find the orthogonal trajectories of the family of parabolas y2 ¼ 4ax. Ans. 2x2 + y2 ¼ c 19. Find the orthogonal trajectories of the family of curves ay2 ¼ x3 . Ans. 3y2 + 2x2 ¼ c2 20. Solve the following differential equation (a) d4 y dx4 3 2 4 ddx3y þ 14 ddx2y 20 dy dx þ 25y ¼ 0 Hint: Roots of A.E. are 1 + 2i, 1 – 2i, 1 + 2i, 1 – 2i. Ans. y ¼ ex[(c1 + c2x) sin 2x + (c3 + c4x)cos 2x 2 0 (b) ddx2y 6 dy dx þ25y ¼ 0; y(0) ¼ –3, y (0) ¼ –1. Ans. y ¼ e3x(2 sin 4x 3 cos 4x) (c) d4 y dx4 2 þ 8 ddx2y þ 16y ¼ 0: Ans. y ¼ (c1 + c2x) cos 2x + (c3 + c4x) sin 2x (d) (e) d2 x dt2 2 d y dx2 þ 6 dx dt þ 9x ¼ 0 þða þ bÞ dy dx Ans. x ¼ (c1 + c2t) e–3t þ aby ¼ 0 Ans. y ¼ c1 eax þ c2 ebx (f) ðD þ D þ 4D þ 4Þ y ¼ 0 3 2 1.116 n Engineering Mathematics-II Ans. y ¼ c1 e + c2 cos 2x + c3 sin2x –x d3 y dx2 2 dy dx þ 2y ¼ 0: Are the solutions linearly independent? Ans. y ¼ c1 e x þ c2 e x ; Wronskian e x e2x ¼ e3x 6¼ 0; Wðe x ; e2x Þ ¼ x e 2e2x Therefore, ex,e2x are linearly independent. (g) 21. Solve the following differential equations: 2 (a) ddx2y þ a2 y ¼ tan ax Ans. y ¼ c1 cos ax + c2 sin ax – a12 cos ax log (sec ax + tan ax) (b) (D2 3D + 2) y ¼ 6 e–3x + sin 2x. : : Ans y ¼ c1 þðc2 þc3 xÞex þ e18 ðx2 78 xþ 11 6Þ 1 þ ð3 sin 2xþ4 cos 2xÞ 100 (k) d2y dx2 d2 y dx2 4y ¼ x2 þ 2x: Ans. y ¼ c1 e2x þ c2 e2x 14 ðx2 þ 12Þ (d) (D2 4D + 4)y ¼ 8x2 e2x sin 2x. Ans y ¼ ðc1 þ c2 xÞe2x : e2x ½4x cos 2x þ ð2x2 3Þ sin 2x (e) (D 1)y ¼ x sin x + (1 + x2)ex. 1 Ans y ¼ c1 e x þc2 ex ðx sin x þ cos xÞ 2 1 x 2 þ xe ð2x 3xþ9Þ 12 ( f ) (D 1)2 (D + 1)2 y ¼ sin2 2x + ex + x. 2 : þ 12 18 cos xþe x þx (g) (D2 + 4)y ¼ ex + sin 2x. Ans. y ¼ c1 cos 2xþc2 sin 2xþ 15 e x 4x cos 2x (i) d3 y dx2 3 2 þ 3 dy dx þ 2y ¼ 4 cos x : Ans y ¼ c1 ex þ c2 e2x þ 1 : d y dx2 3 dy dx : þ 1 10 3x Ans. y ¼ c1 + c2 ex + c3 e–x + x ex (x2 + x) – 2 sin x 22. Solve the following differential equations of second order by changing the independent variable. 2 (a) x4 ddxy2 þ 2x3 dy dx þ 4y ¼ 0 ð3 sin 2x cos 2xÞ þ 2y ¼ xe þ sin 2x : d3 y dx3 1 þ 20 ð3 cos 2x sin 2xÞ 2 2 2 2x þ 2 ddx2y þ dy dx ¼ x e þ sin x : 2 x 2 2 1 (b) x6 ddx2y þ 3x5 dy dx þ a y ¼ x2 Ans. y ¼ c1 cos 2xa2 c2 sin 2xa2 þ a21x2 2 (c) x2 ddxy2 x dy dx þ y ¼ log x Ans. y ¼ ðc1 þ c2 log xÞx þ log x þ 2 (d) 2 cos x ddxy2 3 5 þ sin x dy dx ð2cos xÞy ¼ 2cos x pffiffi pffiffi Ans. y ¼ c1 e 2 sin x þ c2 e 2 sin x þ sin2 x: 23. Solve the following differential equations of second order by changing the dependent variable: 2 2 2 (a) ddx2y þ 2n cot nx dy dx þ ðm n Þy ¼ 0 Ans. y ¼ sin1nx ½c1 cos mx þ c2 sin mx: 2 (b) x2 ddx2y 2y ¼ x2 þ 1x Ans. y ¼ c1 x2 þ cx2 þ 13 x2 1x log x: 2 2 (c) cos2 x ddxy2 ð2 sin x cos xÞ dy dx þ ðcos xÞy ¼ 0 pffiffiffi pffiffiffi Ans. 2xÞ sec x: h 2 y ¼i ½c1 cosð 2xÞ þ c2 sinð d y dy (d) dx2 þ y cot x þ 2 y tan x þ dx ¼ 0 Ans. y ¼ ðc1 þ c2 xÞ cos x: 24. Solve by method of undetermined coefficients: 2 (a) ddx2y þ y ¼ 2ex þ cos x Ans. y ¼ c1 cos x þ c2 sin x þ ex þ 12 x sin x 2 2 x (b) ddx2y 2 dy dx þ y ¼ x e Ans y ¼ c1 e x þ c2 e 2x þ 14 e3x ð2x 3Þ ( j) x (l) (D2 D)y ¼ 2x + 1 + 4 cos x + 2ex. Ans y ¼ ðc1 þ c2 xÞe x þ ðc3 þ c4 xÞex (h) : Ans. y ¼ c1 cos 2x þ c2 sin 3 3x 1 þ 10 e þ 20 ð3 cos 2x sin 2xÞ : x e þ 3 dy dx þ2y ¼ e : Ans y ¼ c1 ex þc2 e2x þe2x ee Ans y ¼ c1 e x þ c2 e2x (c) 2x 4 x x Ans. y ¼ ðc1 þ c2 xÞex þ 12 e 2 x (c) ddx2y þ 2 dy dx þ y ¼ x e Ans. y ¼ ðc1 þ c2 xÞex þ x 2 e4 : x Ordinary Differential Equations 25. Solve by method of reduction of order. 3 n 1.117 2 (d) x2 ddx3y 4x ddxy2 þ 6 dy dx ¼ 4 2 3 (a) x2 ddxy2 2xð1 þ xÞ dy dx þ 2ð1 þ xÞy ¼ x if y ¼ x is a solution of the C. F. Hint: Write the given equation in the form d3y d2y dy x3 3 4x2 2 þ 6x ¼ 4x dx dx dx Ans. y ¼ x 2x þ c21 e2x þ c2 : 3 2 2 2 (b) ð1 x2 Þ ddx2y þ x dy dx y ¼ xð1 x Þ if y ¼ x is a parth of C. F. i 3 pffiffiffiffiffiffiffiffiffiffiffiffiffi 2 2 Þ 2 þ xsin1 x þ c x: 1 x c Ans. y ¼ xð1x 1 2 9 26. Solve the following equations using the method of variation of parameters: 2 (a) ddxy2 þ a2 y ¼ sec ax: : Ans y ¼ c1 cos ax þ c2 sin ax þ a12 cos ax logðcos axÞþ 1a x sin ax (b) d2y dx2 þy ¼ x sin x: d2y dx2 + 4y ¼ tan 2x. : x x2 Ans y ¼ c1 cos x þ c2 sin xþ sin x cos x 4 4 (c) : (d) d2y dx2 1 4 x Ans. y ¼ 1x ðc1 þ c2 log xÞ þ 1x log 1x 2 sinðlogxÞþ1 (f) x2 ddx2y 3x dy dx þ y ¼ log x pffiffi pffiffi 3þ2 2 3 Ans y ¼ c1 x þ c2 x : 1 þ 61x log x½5sinðlog xþ6cosðlog xÞ þ cos 2 x logðsec 2x þ tan 2xÞ x 2 dy dx þ 2y ¼ e tan x : Ans. y ¼ ex(c1 cos x + c2 sin x) ex cos x log (sec x + tan x) 1 (e) ðD2 þ 1Þy ¼ 1þsin x : Ans. y ¼ c1 cos x + c2 sin x + sin x log(1 + sin x) – x cos x – 1 2 (f ) (D + 1)y ¼ x sin x. 2 Ans y ¼ c1 cos x þ c2 sin xþ 4x sin x x4 cos x 27. Solve the following Cauchy–Euler equations : 3 2 (a) x3 ddx3y þ 2x2 ddx2y þ 2y ¼ 10 x þ 1x : c1 Ans y ¼ þx½c2 cosðlogxÞþc3 sinðlogxÞ x : 2 2 (b) x2 ddx2y 3x dy dx þ 5y ¼ x sinðlog xÞ Ans y ¼ x ½c1 cos ðlog xÞþ c2 sin ðlog xÞ (c) d2 y dx2 2 12 x2 log x cos ðlog xÞ 2 x2 2x dy dx 4y ¼ x þ 2 log x 6 Ans y ¼ cx1 þ c2 x4 x6 12 log x : ½21sinðlog xÞ þ 191cosðlog xÞ 1 ð1 þ log xÞ 6x 2 3 d y d (g) x3 dx3 þ 3x2 dx2y þ x dy dx þ 8y ¼ 65 cosðlog xÞ pffiffiffi 2 Ans y ¼ c1 x þ x½c2 cos 3ðlog xÞ pffiffiffi þ c3 sinð 3 log xÞ þ 8cosðlog xÞ sinðlog xÞ þ 28. Solve the following Legendre’s linear equations: 2 2 (a) ð3xþ2Þ ddx2y þ3ð3xþ2Þ dy dx 36y¼ 3x þ4xþ1: : Ans y ¼ c1 ð3x þ 2Þ2 þ c2 ð3xþ2Þ2 1 þ 108 ½ð3xþ2Þ2 logð3xþ2Þ þ 1 (b) ðxþ1Þ2 d2y dx2 þ ðx þ 1Þ dy dx ¼ ð2xþ3Þð2xþ4Þ: Ans. y ¼ c1 + c2 log (x + 1) + [log(x + 1)]2 + x2 + 8x : : 2 61 : Ans y ¼ c1 cos 2x þ c2 sin 2x Ans. y ¼ c1 þ c2 x3 þ c3 x4 þ 23 x 2 (e) x2 ddx2y 4x dy dx þ 6y ¼ x 2 2 2 (c) ð1þ2xÞ2 ddx2y 6ð1þ2xÞ dy dx þ16y ¼ 8ð1þ2xÞ Ans. (1 + 2x)2 [c1 + c2 log (1 + 2x) + log(1 + 2x)] 29. Solve the following simultaneous equations: (a) d2 x dt2 : þ 4x þ 5y ¼ t2 ; Ans x ¼ c1 e þ c2 e t t d2 y dt2 þ 5x þ 4y ¼ t þ 1 þ c3 cos 3t þ c4 sin 3t 19 ð4t2 5t þ 37 9 Þ; y ¼ c1 et c2 et þ c3 cos 3t þ 38 þ c4 sin 3t þ 19 ð5t2 4t þ 44 9Þ 1.118 n Engineering Mathematics-II d2 y dt2 dx þ dy dt 2y ¼ sin t; dt þ x 3y ¼ 0: 3 Ans x ¼ c1 e2t 3c2 et 2 3 t 10 e ðcos t 2sin tÞ; (b) : 1 y ¼ c1 et þ c2 e2t 10 ðcos t þ 3 sin tÞ þ 3x þ 2y ¼ 2e2t : 6 Ans x ¼ c1 et þ c2 e5t þ e2t ; 7 8 5t t y ¼dyc2 e c1 e þ e2t (d) dx þy¼ sint; þ x¼ cost subject 7 to x ¼ 2 dt dt and y ¼ 0 when t ¼ 0. Ans. x ¼ et + et, y ¼ et – et + sin t (c) dx dt þ 2x þ 3y ¼ 0; dy dt : (e) 2 2 ddt2x þ 3 dy dt ¼ 4; 2 2 ddt2y 0 3 dx dt ¼ 0 subject 0 to x(0) ¼ y(0) ¼ 0, x (0) ¼ y (0) ¼ 0. Ans x ¼ 89 1 cos 3t2 ; y ¼ 43 t 89 sin 3t2 : 30. An uncharged condenser of capacity C is t ffi charged by applying an e.m.f. E sin pffiffiffiffi LC through leads of self inductance L and negligible resistance. Then find the charge at the condenser plate at time h t. i t ffi t ffi t ffi pffiffiffiffi pffiffiffiffi cos pffiffiffiffi Ans. EC 2 sin LC LC LC 31. A circuit consists of an inductance L and a capacitor of capacity C in series. An alternating e.m.f. E sin nt is applied to the circuit at time t ¼ 0, the initial current and charge on the condenser being zero. Prove that the current at time t 2 is Lðn2nE v2 Þ ðcos vt cos vtÞ;where CL v ¼ 1. Et sin vt If n ¼ v , show that current at time t is 2L . 2 Hint: Solve L ddtQ2 þ QC ¼ E sin nt under the conditions I(0) ¼ 0, Q(0) ¼ 0. Then use I ¼ dQ dt : 32. A pendulum of length l hangs against a wall at an angle h to the horizontal. Show qffiffiffiffiffiffiffiffiffithat the time l of complete oscillation is 2 g sin h: 33. A simple pendulum has a period T. When the length of the string is increased by a small fraction 1n of its original length, the period is T0 . 0 Show that (approximately) 1n ¼ 2ðT TT Þ : 34. How many seconds a clock would lose per day if the length of its pendulum were increased in the ratio 900:901. Ans. 48 s/day Solution about regular points 35. Solve the following differential equations about x ¼ 20. (i) ddx2y þ x2 y ¼ 0 h i x4 x8 x12 Ans y ¼ a0 x 4:3 þ 8:7:4:3 12:11:8:7:4:3 þ ... h i x5 x9 x13 þ 9:8:5:4 13:12:9:8:5:4 þ ... þ a1 x 5:4 : 2 (ii) ðx2 þ 1Þ ddx2y þ xy dy dx ¼ xy ¼ 0 3 5 Ans y ¼ a0 1 16 x3 40 x þ ... 1 4 3 5 þ a1 x 16 x3 þ 12 x þ 40 x þ ... : (iii) d2 y dx2 2 þ x dy dx þ ð2x þ 1Þy ¼ 0 1 4 x þ ... Ans y ¼ a0 1 12 x2 24 3 x5 ... þ a1 x x3 30 : 2 (iv) ddx2y þ x dy dx þ ð3x þ 2Þy ¼ 0 3 4 5 Ans y ¼ a0 1 x2 x2 þ x3 þ 11x þ . . . 40 x3 x4 x5 þ a1 x 2 4 þ 8 þ . . . : 36. Find the power series solution in the powers of (x – 1) of the initial value problem. d 2 y dy x 2 þ þ 2y ¼ 0; yð1Þ ¼ 1; y0 ð1Þ ¼ 2 : dx dx Hint: x ¼ 1 is the ordinary point. So consider 1 P d2 y an ðx 1Þn , find dy y¼ dx and dx2 , put in the n¼0 given equation. Use the initial conditions in finding a0 and a1 by putting x ¼ 1 in y and dy dx. Other coefficients to be found by equating to zero the powers of (x – 1). : Ans y ¼ 1 þ 2ðx 1Þ 2ðx 1Þ2 þ 23 ðx 1Þ3 16 ðx 1Þ4 þ . . . Solution about regular singular point 37. Solve the following differential equations about x¼0 2 (i) xð1 xÞ ddx2y þ ð1 xÞ dy dx y ¼ 0 : Ans y ¼ a0 ð1 þ log xÞð1 þ x þ 2x4 2 3 2 þ 2:5 4:9 x þ . . .Þ þ a0 ð2x x . . .Þ n Ordinary Differential Equations 2 (ii) xð1 xÞ ddx2y ð1 þ 3xÞ dy dx y ¼ 0 Hint: Squaring and integrating the Jocobi series : cosðxsinÞ¼ J0 þ2J2 cos2þ2J4 cos4þ... ; Ans y ¼ ðA þ B log xÞð1:2x2 þ 2:3x3 sinðxsinÞ¼ 2J1 sinþ2J3 sin3þ2J5 sin5þ... ; þ 3:4x4 þ . . .Þ we get R cos2 ðx sin Þd ¼ ðJ02 þ 2J22 þ 2J42 þ . . .Þ þ Bð1 þ x þ 2x2 þ 11x3 þ . . .Þ 2 2 (iii) 2x2 ddx2y þ x dy dx þ ðx 1Þy ¼ 0 x2 x4 þ 616 þ ... Ans y ¼ c1 x 1 14 pffiffiffi 2 x4 þ c2 x 1 x2 þ 40 þ ... 0 R : sin2 ðx sin Þd ¼ ð2J12 þ 2J32 þ 2J52 þ . . .Þ : 0 Adding these expressions, we get the required result 43. Show that (i) cos x ¼ J0 2J1 þ 2J4 þ . . . 1 P ¼ J0 þ 2 ð1Þn J2n ; 2 (iv) ð2x þ x3 Þ ddx2y dy dx 6xy ¼ 0 4 Ans y ¼ c1 1 þ 3x2 þ 3x5 þ . . . 3 2 3x4 þ ... þ c2 x2 1 þ 3x8 128 : n¼1 (ii) sin x ¼ 2J1 2J3 þ 2J5 þ . . . 1 P ¼2 ð1Þn J2nþ1 n¼1 2 (v) 4x ddxy2 þ 2ð1 xÞ dy dx y ¼ 0 2 3 Ans y ¼ c1 1 þ 2x! þ 22x:2 ! þ 23x:3 ! þ . . . 1 x x2 x3 þ c2 x2 1 þ 1:3 þ 1:3:5 þ 1:3:5:7 þ ... : (vi) 2 x ddx2y þ : dy dx þ 2y ¼ 0 1.119 2 2 Ans y ¼ ðc1 þ c2 log xÞ 1 2x þ ð22 x!Þ2 . . . Hint: Put ¼ 2 in the Jocobi series cosðxsinÞ ¼ J0 þ2J2 cos2þ2J4 cos4þ... and sinðx sin Þ ¼ 2J1 sin þ 2J3 sin 3 þ 2J5 sin 5 þ . . . þ c2 ð4x 3x þ . . .Þ 2 Bessel’s Equation and Bessel Function 38. Write the general solution of the differential equation d y dy 9 y ¼ 0 in terms of Jn ðxÞ: x2 2 þ x þ x2 16 dx dx Ans. y ¼ c1 J34 ðxÞ þ c2 J 34 ðxÞ. 2 39. Express J5 ðxÞ in terms of J0 ðxÞand J1 ðxÞ. 12 192 72 Ans. J5 ðxÞ ¼ 384 x4 x2 1 J1 ðxÞ þ x x3 J0 ðxÞ 2 1 40. Solve x ddx2y þ 2 dy dx þ 2 xy ¼ 0 in terms of Bessel’s function. i pffiffiffih Ans. y ¼ x c1 J12 pxffiffi2 þ þc2 J12 pxffiffi2 R 41. Show that J3 ðxÞdx ¼ J2 ðxÞ 2x J0 ðxÞ þ c 42. Show that J02 ðxÞ þ 2J12 ðxÞ þ 2J22 ðxÞ þ 2J32 ðxÞþ ... ¼ 1: 44. Show that d 2 x 2 2 ðxÞ Jnþ1 ðxÞ : ½Jn ðxÞ ¼ ½Jn1 dx 2n Legendre Equation and Legendre Polynomial 45. Express in the terms of Legendre polynomial (i) 4x3 2x2 3x þ 8 Ans. 85 P3 ðxÞ 43 P2 ðxÞ 35 P1 ðxÞ þ 22 3 P0 ðxÞ (ii) x4 þ 3x3 x2 þ 5x 2 : 358 P4ðxÞ þ 65 P3ðxÞ 212 P2 ðxÞ þ 345 P1ðxÞ Ans 224 105 P0 ðxÞ (iii) 4x2 – 3x + 2 Ans. 83 P2 ðxÞ 3P1 ðxÞ þ 10 3 P0 ðxÞ 46. Show that 0 0 0 Pn ðxÞ ¼ Pnþ1 ðxÞ 2xPn ðxÞ þ Pn1 ðxÞ 1.120 n Engineering Mathematics-II d dx ½ð1 Hint: Use recurrence formulae 0 0 ð2n þ 1ÞPn ðxÞ ¼ Pnþ1 ðxÞ Pn1 ðxÞ and 0 0 nPn ðxÞ ¼ xPn ðxÞ Pn1 ðxÞ 0 0 0 0 x2 Þ d dx Pn ðxÞ þ n 2 nðn þ 1ÞPn ðxÞ ¼ 0 : ðiÞ Hint: Let y ¼ ðx 1Þ : Find ðiiÞ entiate once more to get ðx2 2xy1 ¼ 2nðxy1 þ nÞ : Then use Leibnitz’s theorem to get From ðiÞ; Pn ðxÞ ¼ Pnþ1 ðxÞ Pn1 ðxÞ 2nPn ðxÞ 0 ¼ Pnþ1 ðxÞ Pn1 ðxÞ 2xPn ðxÞ dy dx and 2 1Þ ddxy2 þ ð1 x2 Þynþ2 2xynþ1 þ nðn þ 1Þyn ¼ 0 0 þ 2Pn1 ðxÞ 0 R1 47. Show that 1 48. Show that R1 1 0 0 or ¼ Pnþ1 ðxÞ 2xPn ðxÞ þ Pn1 ðxÞ Pn ðxÞdx ¼ 2 if n ¼ 0 0 if n 1: ½ð1 x2 Þynþ1 þ nðn þ 1Þyn ¼ 0 or d dx d ð1 x2 Þ dx dn dxn ðx2 1Þn n n d 2 þ nðn þ 1Þ dx n ðx 1Þ ¼ 0 0 2n xPn ðxÞPn ðxÞdx ¼ 2nþ1 : 50. Expand f ðxÞ ¼ Hint: Use integration by parts and R1 2 2 Pn ðxÞdx ¼ 2nþ1 : 1 49. Using Rodrigue’s formula, show that Pn ðxÞ satisfies the differential equation differ- 0; x; 1 < x < 0 0<x<1 in Fourier–Legendre series. Ans. f ðxÞ ¼ 14 P0 ðxÞ þ 12 P1 ðxÞ 5 3 þ 16 P2 ðxÞ 32 P3 ðxÞ þ . . . 2 Graphs The interest in the study of graph theory has increased due to its applicability in so many fields like artificial intelligence, electrical engineering, transportation system, scheduling problems, economics, chemistry and operations research. 2.1 DEFINITIONS AND BASIC CONCEPTS Definition 2.1. A graph G (V, E) is a mathematical structure consisting of two finite sets V and E. The elements of V are called vertices (or nodes) and the elements of E are called edges. Each edge is associated with a set consisting of either one or two vertices called its endpoints. The correspondence from edges to endpoints is called edge-endpoint function. This function is generally denoted by g. Due to this function, some authors denote graph by G (V, E, g ). Definition 2.2. A graph consisting of one vertex and no edges is called a trivial graph. Definition 2.3. A graph whose vertex and edge sets are empty is called a null graph. Definition 2.4. An edge with just one endpoint is called a loop or a self-loop. Thus, a loop is an edge that joins a single endpoint to itself. Definition 2.5. An edge that is not a self-loop is called a proper edge. Definition 2.6. If two or more edges of a graph G have the same vertices, then these edges are said to be parallel or multi-edges. Definition 2.7. Two vertices that are connected by an edge are called adjacent. Definition 2.8. An endpoint of a loop is said to be adjacent to itself. Definition 2.9. An edge is said to be incident on each of its endpoints. Definition 2.10. Two edges incident on the same endpoint are called adjacent edges. Definition 2.11. The number of edges in a graph G which are incident on a vertex is called the degree of that vertex. Definition 2.12. A vertex of degree zero is called an isolated vertex. Thus, a vertex on which no edges are incident is called isolated. Definition 2.13. A graph without multiple edges (parallel edges) and loops is called simple graph. Notations: In pictorial representations of a graph, the vertices will be denoted by dots and edges by line segments. EXAMPLE 2.1 (a) Let V {1, 2, 3, 4} and E {e1, e2, e3, e4, e5}. Let g be defined by g (e1) g (e5) {1, 2}, g (e2) {4, 3}, g (e3) {1, 3}, g (e4) {2, 4}. 2.2 Engineering Mathematics-II We note that both edges e1 and e5 have same endpoints {1, 2}. The endpoints of e2 are {4, 3}, the endpoints of e3 are {1, 3} and endpoints of e4 are {2, 4}. Thus the graph is as shown in the Figure 2.1. (iv) e5 1 e5 2 e1 1 or e4 e3 3 3 4 2 e1 e3 e4 (ii) (iii) 4 e2 e2 Figure 2.1 (b) For the graph pictured in the Figure 2.2, (i) Write down the degree of the vertices A, B, D. (ii) Which of the edges are parallel? (iii) Which vertex is isolated? (iv) Point out whether it is a simple graph or a multi-graph. (v) Point out one pair of adjacent vertices and one pair of adjacent edges. (v) The vertex D has degree 3 (because e6 is a loop and so has degree 2) The edges e1 and e2 are parallel The vertex F is isolated because no edge is incident on F It is a multi-graph because it has multi-edges and a loop. A and B are adjacent vertices because they are connected by the edge e2 or e1 whereas A and E are not adjacent. The edges e2 and e3 are adjacent edges because they are incident on the same vertex B. (c) Consider the graph with the vertices A, B, C, D and E pictured in Figure 2.3. A B C e1 E D e2 A B Figure 2.3 e3 e4 E C e5 F D e6 Figure 2.2 In this graph, (i) We notice that Degree of the vertex A 2 Degree of the vertex B 4 Degree of the vertex D 3 (because loop e6 has degree 2). In this graph, we note that Number of edges 5 Degree of vertex A 4 Degree of vertex B 2 Degree of vertex C 3 Degree of vertex D 1 Degree of vertex E 0 Sum of the degree of vertices 4 2 3 1 0 10. Thus, we observe that 5 ∑ deg(v ) = 2e, i i =1 where deg(vi) denotes the degree of vertex vi and e denotes the number of edges. Graphs 2.3 Solution. The answer is No. In such a graph, there will be three vertices of odd degree which is impossible. We can also argue as follows: Total degree of the graph (if possible) is equal to 2 2 3 6 5 7 8 4 37, which is odd. This contradicts the first theorem of graph theory, according to which, total degree of a graph is always even. Euler’s Theorem 2.1. (The First Theorem of Graph Theory) The sum of the degrees of the vertices of a graph G is equal to twice the number of edges in G. Thus, total degree of a graph is even. Proof: Each edge in a graph contributes a count of 1 to the degree of two vertices (endpoints of the edge), that is, each edge contributes 2 to the degree sum. Therefore, the sum of degrees of the vertices is equal to twice the number of edges. 2.2 Corollary 2.1. There can be only an even number of vertices of odd degree in a given graph G. Definition 2.14. A graph G is said to simple if it has no parallel edges or loops. In a simple graph, an edge with endpoints v and w is denoted by {v, w}. Proof: We know, by the fundamental theorem, that n ∑ deg(v ) = 2 × number of edges. i i =1 Thus the right-hand side is an even number. Hence to make the left-hand side an even number there can be only even number of vertices of odd degree. Remarks 2.1. (i) A vertex of degree d is also called a d-valent vertex. (ii) The degree (or valence) of a vertex v in a graph G is the number of proper edges incident on v plus twice the number of self-loops. Theorem 2.2. A nontrivial simple graph G must have at least one pair of vertices whose degrees are equal. Proof: Let the graph G has n vertices. Then there appear to be n possible degree values, namely 0, 1, …, n 1. But there cannot be both a vertex of degree 0 and a vertex of degree n 1 because if there is a vertex of degree 0 then each of the remaining n 1 vertices is adjacent to at most n 2 other vertices. Hence the n vertices of G can realize at most n 1 possible values for their degrees. Hence, the pigeonhole principle implies that at least two of the vertices have equal degree. EXAMPLE 2.2 Is there a graph with eight vertices of degree 2, 2, 3, 6, 5, 7, 8, 4? SPECIAL GRAPHS Definition 2.15. For each integer n t 1, let Dn denote the graph with n vertices and no edges. Then Dn is called the discrete graph on n vertices. For example, we have • • • and • • • • • D3 D5 Definition 2.16. Let n t 1 be an integer. Then a simple graph with n vertices in which there is an edge between each pair of distinct vertices is called the complete graph on n vertices. It is denoted by Kn. For example, the complete graphs K2, K3 and K4 are shown in Figure 2.4. v4 v3 v1 v2 K2 v1 K3 v2 v1 v3 K4 v2 Figure 2.4 Definition 2.17. If each vertex of a graph G has the same degree as every other vertex, then G is called a regular graph. A k-regular graph is a regular graph whose common degree is k. For example, consider K3. The degree of each vertex in K3 is 2. Hence K3 is regular. Similarly, K4 is regular. Also the graph shown in Figure 2.5 is regular because degree of each vertex here is 2. But this graph is not complete because v2 and v4 have not been connected through an edge. Similarly, v1 and v3 are not connected by any edge. 2.4 Engineering Mathematics-II v4 v3 , v1 Figure 2.8 v2 2-regular graph Figure 2.5 Thus, a complete graph is always regular but a regular graph need not be complete. EXAMPLE 2.5 The smallest possible simple graph that is not bipartite is the complete graph K3 shown in Figure 2.9. EXAMPLE 2.3 The oxygen molecule O2, made up of two oxygen atoms linked by a double bond can be represented by the regular graph shown in Figure 2.6. K3 Figure 2.9 Figure 2.6 Definition 2.18. Let n t 1 be an integer. Then a graph Ln with n vertices {v1, v2, …, vn} and with edges {vi,vi 1} for 1 d i n is called a linear graph on n vertices. For example, the linear graphs L2 and L4 are shown in Figure 2.7. It is also called path graph denoted by Pn. v1 v2 v1 L2(or P2) v2 v3 v4 L4(or P4) Figure 2.7 Definition 2.19. A bipartite graph G is a graph whose vertex set V can be partitioned into two subsets U and W, such that each edge of G has one endpoint in U and one endpoint in W. The pair (U, W) is called a vertex bipartition of G and U and W are called the bipartition subsets. Obviously, a bipartite graph cannot have any selfloop. EXAMPLE 2.4 If vertices in U are solid vertices and vertices in W are hollow vertices, then the graphs shown in Figure 2.8 are bipartite graphs. Definition 2.20. A complete bipartite graph G is a simple graph whose vertex set V can be partitioned into two subsets U {v1, v2, …, vm) and W {w1, w2, …, wn} such that for all i, k in {1, 2, …, m} and j, l in {1, 2, …, n} (i) There is an edge from each vertex vi to each vertex wj. (ii) There is not an edge from any vertex vi to any other vertex vk. (iii) There is not an edge from any vertex wj to any other vertex wl. A complete bipartite graph on (m, n) vertices is denoted by Km, n. EXAMPLE 2.6 The complete bipartite graphs K3,2 and K3,4 are shown in Figure 2.10. w1 v1 v1 w1 v2 w2 v3 w2 v2 w3 v3 k32 k34 Figure 2.10 w4 Graphs Definition 2.21. A cycle graph is a single vertex with a self-loop or a simple connected graph C with _Vc_ _Ec_, that can be drawn so that all of its vertices and edges lie on a circle. An n-vertex cycle graph is denoted by Cn. The cycle graphs C1, C2, and C4 are shown in Figure 2.11. 2.5 Definition 2.24. A graph consisting of two concentric n-cycles in which each of the n pairs of the corresponding vertices is joined by an edge is called the circular ladder graph CLn. For example, the graphs CL2 and CL4 are shown in the Figure 2.14. and C1 C2 C4 CL2 CL4 Figure 2.11 Figure 2.14 Definition 2.22. The Petersen graph is the 3-regular graph shown in Figure 2.12. Definition 2.25. A graph consisting of a single vertex having n loops is called a bouquet and is denoted by Bn. For example, the graphs shown in Figure 2.15 represent bouquet B2 and bouquet B4. , (Petersen graph) B2 Figure 2.12 B4 Figure 2.15 This graph is frequently used to establish theorems and to test conjectures. Definition 2.23. The hypercube graph Qn is the n-regular graph whose vertex set is the set of bit string of length n and such that there is an edge between two vertices if and only if they differ in exactly one bit. For example, 8-vertex cube graph is a hypercube graph Q3 shown in Figure 2.13. 011 Definition 2.26. A graph consisting of two vertices and n edges joining them is called a dipole. It is denoted by Dn. For example, Figure 2.16 represents D2, D3 and D4. D2 D3 111 z-axis D4 001 101 Figure 2.16 010 110 x-axis y-axis 000 Q3 100 Figure 2.13 EXAMPLE 2.7 Draw all simple graphs with vertices {u, v, x, y} and two edges, one of which is {u, v}. Solution. In a simple graph, an edge corresponds to a subset of two vertices. Since there are four vertices, 2.6 Engineering Mathematics-II we can have 4c2 6 such subsets in all and they are {u, v}, {u, x}, {u, y}, {v, x}, {v, y} and {x, y}. But one edge of the graph is specified to be {u, v}. Hence the possible simple graphs are as shown in Figure 2.17. A B F E G H C D u v u v u v x y x y x y G1 G3 G2 u v u y x x G4 Figure 2.20 is a subgraph of the graph given in the Figure 2.21. A B y v2 e1 v1 e5 e3 e2 and C v2 Definition 2.28. A subgraph H is said to be a proper subgraph of a graph G if vertex set VH of H is a proper subset of the vertex set VG of G or edge set EH is a proper subset of the edge set EG. For example, the subgraphs in the above examples are proper subgraphs of the given graphs. Definition 2.29. A subgraph H is said to span a graph G if VH VG. Thus H is a spanning subgraph of graph G if it contains all the vertices of G. For example, the subgraph (Figure 2.22) e4 v1 v3 v4 v3 H Figure 2.21 Definition 2.27. A graph H is said to be a subgraph of a graph G if and only if every vertex in H is also a vertex in G, every edge in H is also an edge in G and every edge in H has the same endpoints as in G. We may also say that G is a supergraph of H. For example, the graphs (Figure 2.18). e1 G D G5 SUBGRAPHS v1 F v Figure 2.17 2.3 E v2 v4 Figure 2.18 v5 are subgraphs of the graph given in Figure 2.19. v3 v2 Figure 2.22 e1 v1 e2 v3 e5 v2 e3 e6 e4 spans the graph give in Figure 2.23. v1 v2 v4 v5 Figure 2.19 v3 Similarly, the graph (Figure 2.20) v4 Figure 2.23 Graphs Definition 2.30. Let G (V, E) be a graph. Then the complement of a subgraph Gc (V c, Ec) with respect to the graph G is another subgraph Gs (Vs, Es) such that Es E Ec and V s contains only the vertices with which the edges in Es are incident. For example, the subgraph (Figure 2.24) 2.7 v2 v1 v3 v4 G Figure 2.27 v1 v2 Figure 2.24 Then complement Gc of G is the graph shown in Figure 2.28. v2 is the complement of the subgraph (Figure 2.25). v1 v1 v7 v8 v3 v2 v4 v3 v5 v6 G′ Figure 2.28 v4 Figure 2.25 with respect to the graph G shown in Figure 2.26. EXAMPLE 2.8 Find the complement of the graphs: (a) v2 v1 v7 v8 v2 v1 v3 v5 v6 v3 v4 v4 Figure 2.29 Figure 2.26 Definition 2.31. If G is a simple graph, the complement of G (edge complement), denoted by Gc or Gc is a graph such that (i) The vertex set of Gc is identical to the vertex set of G, that is, VGc VG. (ii) Two distinct vertices v and w of Gc are connected by an edge if and only if v and w are not connected by an edge in G. For example, consider the graph G shown in Figure 2.27. (b) (c) v1 v2 v3 v4 Complete graph K4: v1 v2 v3 v4 Figure 2.31 2.8 Engineering Mathematics-II Solution. (a) v1 v2 v1 v3 v2 v3 v4 v5 v4 v6 Figure 2.32 GC Figure 2.35 (b) v1 v2 v3 v4 Figure 2.33 (c) Null graph. Definition 2.32. If a new vertex v is joined to each of the pre-existing vertices of a graph G, then the resulting graph is called the join of G and v or the suspension of G from v. It is denoted by G v. Thus, a graph obtained by joining a new vertex v to each of the vertices of a given graph G is called the join of G and v or the suspension of G from v. For example, consider the graph given below (Figure 2.36). EXAMPLE 2.9 Find the edge complement of the graph G shown in Figure 2.34. v1 v2 v3 v4 Figure 2.36 v1 v2 v3 v4 v5 v6 Let v be a vertex. Then the graph shown in the Figure 2.37 is the join of G to v. v v1 v2 G Figure 2.34 Solution. The edge complement of G is the following graph Gc (Figure 2.35). v3 v4 G+v Figure 2.37 Graphs 2.4 ISOMORPHISMS OF GRAPHS We know that shape or length of an edge and its position in space are not part of specification of a e1 v1 2.9 graph. For example, the Figures 2.38 represent the same graph. v3 v2 e2 v1 e1 v2 and e3 e2 e3 v3 Figure 2.38 Definition 2.33. Let G and H be graphs with vertex sets V(G) and V(H) and edge sets E(G) and E(H), respectively. Then G is said to isomorphic to H if there exist one-to-one correspondences g: V(G) o V(H) and h: E(G) o E(H) such that for all v V(G) and e E(G), v is an endpoint of e g(v) is an endpoint of h(e). Definition 2.34. The property of mapping endpoints to endpoints is called preserving incidence or the continuity rule for graph mappings. As a consequence of this property, a self-loop must map to a self-loop. Thus, two isomorphic graphs are same except for the labelling of their vertices and edges. For example, the graphs shown in the Figure 2.39 are isomorphic. a′ a b and c c′ d d′ b′ Figure 2.39 Similarly, the hypercube graph Q3 and circular ladder CL4 shown in Figure 2.40 are isomorphic. f (010) 011 001 111 101 010 000 f (011) f (000) 110 100 f (001) f (111) f (101) f (100) Hypercube Q3 Circular ladder CL4 Figure 2.40 f (110) 2.10 Engineering Mathematics-II V(G) EXAMPLE 2.10 Show that the graphs shown in Figure 2.41 are isomorphic. v2 e7 e5 e6 v5 v1 e2 e3 and h e4 v4 e1 e2 e3 e4 e5 w1 f3 f1 w1 w2 w3 w4 w5 v1 v2 v3 v4 v5 v3 e1 V(H) g w2 f4 f2 f6 f7 w3 w4 f1 f2 f3 f4 f5 f6 e6 e7 w5 H f7 Figure 2.41 Figure 2.42 Solution. To solve this problem, we have to find g: V(G) o V(H) and h: E(G) o E(H) such that for all v V(G) and e E(G), v is an endpoint of e g(v) is an endpoint of h(e). Since e2 and e3 are parallel (have the same endpoints), h(e2) and h(e3) must also be parallel. Thus we have h(e2) f1 and h(e3) f2 or h(e2) f2 and h(e3) f1. Also the endpoints of e2 and e3 must correspond to the endpoints of f1 and f2 and so g(v3) w1 and g(v4) w5 or g(v4) w1. g(v3) w5 and Further, we note that v1 is the endpoint of four distinct edges e1, e7, e5 and e4 and so g(v1) should be the endpoint of four distinct edges. We observe that w2 is the vertex having four edges and so g(v1) w2. If g(v3) w1, then since v1 and v3 are endpoints of e1 in G, g(v1) w2 and g(v3) w1 must be endpoints of h(e1) in H. This implies that h(e1) f3. Continuing this way, we can find g and h to define the isomorphism between G and H. One such pair of functions (of course there exist several) is shown in Figure 2.42. Remark 2.2. Each of the following properties of a graph is invariant under graph isomorphism, where n, m and k are all non-negative integers: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Has n vertices Has m edges Has a vertex of degree k Has m vertices of degree k Has a circuit of length k Has a simple circuit of length k Has m simple circuits of length k, Is connected Has an Euler circuit Has a Hamiltonian circuit EXAMPLE 2.11 Examine for isomorphism (a) and G H ⎫ ⎪ ⎪⎪ ⎬ ⎪ ⎪ ⎪⎭ to be studied later on in this chapter Graphs 2.11 Thus a simple path is a walk of the form (b) {v0, e1,v1, e2, v2, …, vi 1, en, vn}, and where all the ei and all the vi are distinct. G H (c) Definition 2.38. A walk in a graph G that starts and ends at the same vertex is called a closed walk. Definition 2.39. A closed walk that does not contain a repeated edge is called a circuit. Thus, a closed path is called a circuit (or a cycle) if it is a walk of the form {v0, e1, v1, e2, v2, …,vn 1, en, vn}, and where v0 vn and all the ei are distinct. G H Figure 2.43 Solution. We note in Figure 2.43 that (a) G has nine edges whereas H has only eight. Hence, G is not isomorphic to H. (b) G has a vertex v of degree 4, whereas H has no vertex of degree 4. Hence, G is not isomorphic to H. (c) G has a simple circuit of length 3 (marked dark) whereas H does not have. Hence, G is not isomorphic to H. 2.5 WALKS, PATHS AND CIRCUITS Definition 2.35. In a graph G, a walk from vertex v0 to vertex vn is a finite alternating sequence {v0, e1, v1, e2, …, vn 1, en, vn} of vertices and edges such that vi 1 and vi are the endpoints of ei. The trivial walk from a vertex v to v consists of the single vertex v. Definition 2.36. In a graph G, a path from the vertex v0 to the vertex vn is a walk from v0 to vn that does not contain a repeated edge. Thus a path from v0 to vn is a walk of the form {v0, e1, v1, e2, v2, …, vn 1, en, vn}, where all the edges ei are distinct. Definition 2.37. In a graph, a simple path from v0 to vn is a path that does not contain a repeated vertex. Definition 2.40. A simple circuit is a circuit that does not have any other repeated vertex except the first and the last. Thus, a simple circuit is a walk of the form {v0, e1, v1, e2, …, vn 1, en, vn}, where all the ei are distinct and all the vj are distinct except that v0 vn. EXAMPLE 2.12 In the graph given in the Figure 2.44, determine whether the following walks are paths, simple paths, closed walks, circuits, simple circuits or are just walks. 1. 2. 3. 4. 5. 6. v1 e2 v2 e3 v3 e4 v4 e5 v2 e2 v1 e1 v0, v5 v4 v2 v1, v2 v3 v4 v5 v2, v4 v2 v3 v4 v5 v2 v4, v2 v1 v5 v2 v3 v4 v2, v0 v5 v2 v3 v4 v2 v1. v0 e1 e10 v1 e9 v2 e7 e8 v5 v3 e3 e2 e6 e5 e4 v4 Figure 2.44 Solution 1. It is just a walk because it has repeated edges and repeated vertices. 2.12 Engineering Mathematics-II 2. It is a simple path, because here no vertex is repeated and no edge is repeated. 3. It is closed walk in which no edge is repeated and hence it is a circuit. It starts and ends at the same vertex, and therefore is a simple circuit. 4. It is a closed walk in which no edge is repeated but vertices v2 and v4 are repeated. Hence it is a circuit. 5. It is a closed walk in which no edge is repeated. Hence it is a circuit. Only one vertex is repeated twice, hence it is not a simple circuit. 6. It is a walk in which no edge is repeated but the vertex v2 is repeated. Hence it is a path. EXAMPLE 2.13 Consider the graph shown in Figure 2.45. e1 v2 v1 e2 Figure 2.46 EXAMPLE 2.14 Consider the graph shown in Figure 2.47. v1 e1 e5 e6 v5 v2 e2 v3 e7 e3 e4 v4 e8 Figure 2.47 e1 e2 v1 e4 v2 e3 In this graph, we observe that (i) The path v4 e8 v4 is a cycle of length 1. (ii) The path v5 e4 v4 e8 v4 e3 v3 from v5 to v3 (Figure 2.48) is a path of length 3. v3 v3 e3 e5 v5 e4 v4 e8 v4 Figure 2.45 Figure 2.48 We note that e3, e5 is a path. The walk e1, e2, e3, e5 is a path but it is not a simple path because the vertex v1 is repeated (e1 being a self-loop). The walk e2, e3, e4 is a circuit. The walk e2, e3, e4, e1 is a circuit but it is not simple circuit because vertex v1 repeats twice (or we may write that v1 is met twice). (iii) The path v1 e1 v2 e6 v5 e5 v1 (Figure 2.49) is a Definition 2.41. In a graph the number of edges in the path {v0, e1, v1, e2,…, en, vn} from v0 to vn is called the length of the path. Definition 2.42. A cycle with k-edges is called a kcycle or cycle of length k. For example, loop is a cycle of length 1. On the other hand, a pair of parallel edges e1 and e2, shown in the Figure 2.46, is a cycle of length 2. v1 e5 e1 v2 e6 v5 Figure 2.49 cycle of length 3, since it consists of three edges. Definition 2.43. A graph is said to be acyclic if it contains no cycle. For example, the graphs shown in Figure 2.50 are acyclic. Graphs (b) 2.13 v3 v4 v1 and v2 v5 v6 Figure 2.50 (c) Theorem 2.3. If there is a path from vertex v1 to v2 in a graph with n vertices, then there does not exist a simple path of more than n 1 edges from vertex v1 to v2. Proof: Suppose there is a path from v1 to v2. Let v1, …, vi, …, v2 be the sequence of vertices which the path meets between the vertices v1 and v2. Let there be m edges in the simple path. Then there will be m 1 vertices in the sequence. Therefore if m ! n 1, then there will be more than n vertices in the sequence. But the graph is with n vertices. Therefore some vertex, say vk, appears more than once in the sequence. So the sequence of vertices shall be v1, …, vi, …, vk, …, vk, …, v2. Deleting the edges in the path that lead vk back to vk we have a path from v1 to v2 that has fewer edges than the original one. This argument is repeated until we get a path that has n 1 or fewer edges. Definition 2.44. Two vertices v1 and v2 of a graph G are said to be connected if and only if there is a walk from v1 to v2. Definition 2.45. A graph G is said to be connected if and only if given any two vertices v1 and v2 in G, there is a walk from v1 to v2. Thus, a graph G is connected if there exists a walk between every two vertices in the graph. v1 v2 v3 v4 v1 v3 v6 v2 v4 Figure 2.51 Solution. In Figure 2.51, we observe that (a) Since every two vertices in the given graph are connected by a path, therefore the given graph is connected. (b) This graph is also connected. (c) The graph in (c) is disconnected. It has two connected components. (d) In this graph, the edge (v5, v6) cross the edges (v1, v2) and (v3, v4) at points which are not vertices. Therefore the graph can be redrawn as shown in Figure 2.52. v1 v2 v3 v4 v6 v3 v5 v4 v5 v7 v5 EXAMPLE 2.15 Which of the graphs shown below are connected? (a) v2 v6 (d) Definition 2.46. A graph which is not connected is called disconnected graph. v1 v5 Figure 2.52 2.14 Engineering Mathematics-II There is no path from v2 to v4, etc. Hence the given graph is disconnected and has three connected components. Solution (a) The graph in (a) has four connected components (Figures 2.55 and 2.56) EXAMPLE 2.16 Which of the graphs shown in Figure 2.53 are connected? (a) v1 e1 v3 e2 v2 (b) v1 v2 Figure 2.55 v1 v2 v3 v3 H1: with vertex set {v1, v2, v3} and edge set {e1, e2} H2: with vertex set {v4} and edge set f H3: with vertex set {v5} and edge set f H4: with vertex set {v6, v7, v8,v9} and edge set {e3, e4, e5} v4 v6 v4 v8 e3 e5 v5 Figure 2.53 e4 v9 Solution. Graph (a) is not connected as there is no walk from any of v1, v2, v3, v4 to the vertex v5. The graph (b) is clearly connected. Definition 2.47. If a graph G is disconnected, then the various connected pieces of G are called the connected components of the graph. v7 Figure 2.56 (b) The graph in (b) is disconnected and have two connected components (Figures 2.57(a), 2.57(b)) H1: e1 v1 v2 EXAMPLE 2.17 Find the connected components of the graphs given below (Figure 2.54). e2 (a) Figure 2.57(a) v1 e1 v3 e2 v4 v6 e3 v9 e4 v5 v3 v8 e5 v2 e3 v7 with vertex set {v1, v2, v3} and edge set {e1, e2, e3} H2: v5 e4 (b) v5 e1 v1 e2 e4 v2 e3 v4 e5 e6 v3 Figure 2.54 v4 v6 e5 e6 v6 Figure 2.57(b) Graphs 2.15 v1 with vertex set {v4, v5, v6} and edge set {e4, e5, e6}. e1 v2 EXAMPLE 2.18 Find the number of connected components in the graph shown below (Figure 2.58). e2 e5 v5 v3 e3 e4 v4 Figure 2.60 (a) v1 e1 v2 e2 v3 e3 v4 e4 v5 e5 v2 (b) v1 e1 v2 e2 v3 e3 v4 e4 v5 e5 v2 e1 v1 (c) v2 e2 v3 e3 v4 e4 v5 e5 v2 Figure 2.58 Solution. The connected components are shown in Figure 2.59. and Figure 2.59 Remark 2.3. If a connected component has n vertices, then degree of any vertex cannot exceed n 1. 2.6 EULERIAN PATHS AND CIRCUITS Definition 2.48. A path in a graph G is called an Euler path if it includes every edge exactly once. Definition 2.49. A circuit in a graph G is called an Euler circuit if it includes every edge exactly once. Thus, an Euler circuit (Eulerian trail) for a graph G is a sequence of adjacent vertices and edges in G that starts and ends at the same vertex, uses every vertex of G at least once, and uses every edge of G exactly once. Definition 2.50. A graph is called Eulerian graph if there exists an Euler circuit for that graph. EXAMPLE 2.19 Find which of the following are Euler paths and Euler circuits in the graph given below (Figure 2.60) Solution (a) The walk in (a) is an Euler path but it is not Euler circuit because it is not closed. (b) It is not an Euler circuit because the edge e1 is covered twice. (c) It is neither an Euler path nor an Euler circuit because the vertex v1 of G has not been used. Theorem 2.4. If a graph has an Euler circuit, then every vertex of the graph has even degree. Proof: Let G be a graph which has an Euler circuit. Let v be a vertex of G. We shall show that degree of v is even. By definition, Euler circuit contains every edge of graph G. Therefore the Euler circuit contains all edges incident on v. We start a journey beginning in the middle of one of the edges adjacent to the start of Euler circuit and continue around the Euler circuit to end in the middle of the starting edge. Since Euler circuit uses every edge exactly once, the edges incident on v occur in entry/exist pair and hence the degree of v is a multiple of 2. Therefore, the degree of v is even. This completes the proof of the theorem. Starting point v Figure 2.61 We know that contrapositive of a conditional statement is logically equivalent to the statement. Thus, Theorem 2.4 is equivalent to the following: Theorem 2.5. If a vertex of a graph is not of even degree, then it does not have an Euler circuit. 2.16 Engineering Mathematics-II Thus, If some vertex of a graph has odd degree, then that graph does not have an Euler circuit. Theorem 2.6. If G is a connected graph and every vertex of G has even degree, then G has an Euler circuit. EXAMPLE 2.20 Show that the graphs shown in Figure 2.62 do not have Euler circuits. Proof: Let every vertex of a connected graph G has even degree. If G consists of a single vertex v, the trivial walk from v to v is an Euler circuit. So suppose that G consists of more than one vertices. We start from any vertex v of G. Since the degree of each vertex of G is even, if we reach each vertex other than v by travelling on one edge, the same vertex can be reached by travelling on another previously unused edge. Thus a sequence of distinct adjacent edges can be produced indefinitely as long as v is not reached. Since the number of edges of the graph is finite (by definition of graph), the sequence of distinct edges will terminate. Thus the sequence must return to the starting vertex. We thus obtain a sequence of adjacent vertices and edges starting and ending at v without repeating any edge. Thus we get a circuit C. If C contains every edge and vertex of G, then C is an Euler circuit. If C does not contain every edge and vertex of G, remove all edges of C from G and also any vertices that become isolated when the edges of C are removed. Let the resulting subgraph be Gc. We note that when we removed edges of C, an even number of edges from each vertex have been removed. Thus degree of each remaining vertex remains even. Further, since G is connected, there must be at least one vertex common to both C and Gc. Let it be w (in fact there are two such vertices). Pick any sequence of adjacent vertices and edges of Gc starting and ending at w without repeating an edge. Let the resulting circuit be Cc. Join C and Cc together to create a new circuit Cs. Now, we observe that if we start from v and follow C all the way to reach w and then follow Cc all the way to reach back to w. Then continuing travelling along the untravelled edges of C, we reach v. If Cs contains every edge and vertex of C, then Cs is an Euler circuit. If not, then we again repeat our process. Since the graph is finite, the process must terminate. The process followed has been described in the graph G shown below (Figure 2.64). (a) (b) v1 v2 v1 v2 v3 v4 v4 v3 Figure 2.62 Solution. In graph (a), degree of each vertex is 3. Hence this does not have an Euler circuit. In graph (b), we have deg(v2) 3 and deg(v4) 3. Since there are vertices of odd degree in the given graph, therefore it does not have an Euler circuit. Remark 2.4. The converse of Theorem 2.4 is not true. There exist graphs in which every vertex has even degree but the Euler circuits do not exist. For example, and Figure 2.63 are graphs (Figure 2.63) in which each vertex has degree 2 but these graphs do not have Euler circuits since there is no path which uses each vertex at least once. Graphs C′ w u u e v C 2.17 Proof: Let u and v be two vertices of odd degree in the given connected graph G (see Figure 2.66) G′ v v (Graph G) v w G C′′ G′ Figure 2.66 Figure 2.64 Theorems 2.4 and 2.6 taken together imply: Theorem 2.7 (Euler’s Theorem). A finite connected graph G has an Euler circuit if and only if every vertex of of G has even degree. Thus, finite connected graph is Eulerian if and only if each vertex has even degree. Theorem 2.8. If a graph G has more than two vertices of odd degree, then there can be no Euler path in G. Proof: Let v1, v2 and v3 be vertices of odd degree. Since each of these vertices had odd degree, any possible Euler path must leave (arrive at) each of v1, v2, v3 with no way to return (or leave). One vertex of these three vertices may be the beginning of Euler path and another the end, but this leaves the third vertex at one end of an untravelled edge. Thus, there is no Euler path. v1 v2 v1 v2 v3 or v3 (Graphs having more than two vertices of odd degree). Figure 2.65 Theorem 2.9. If G is a connected graph and has exactly two vertices of odd degree, then there is an Euler path in G. Further, any Euler path in G must begin at one vertex of odd degree and end at the other. If we add the edge e to G, we get a connected graph Gc all of whose vertices have even degree. Hence there will be an Euler circuit in Gc. If we omit e from Euler circuit, we get an Euler path beginning at u (or v) and ending at v (or u). EXAMPLE 2.21 Has the graph given in Figure 2.67 an Eulerian path? B A C D Figure 2.67 Solution. In the given graph, deg(A) 1, deg(B) 2, deg(C) 2, deg(D) 3. Thus the given connected graph has exactly two vertices of odd degree. Hence, it has an Eulerian path. If it starts from A (vertex of odd degree), then it ends at D (vertex of odd degree). If it starts from D (vertex of odd degree), then it ends at A (vertex of odd degree). But, on the other hand, let the graph be as shown below (Figure 2.68) A e1 B e2 e4 D e3 Figure 2.68 C 2.18 Engineering Mathematics-II Here, deg(v1) 4, deg(v2) 4, deg(v3) 2, deg(v4) 2. Thus degree of each vertex is even. But the graph is not Eulerian since it is not connected. Then deg(A) 1, deg(B) 3, deg(C) 1, degree of D 3 and so we have four vertices of odd degree. Hence it does not have an Euler path. EXAMPLE 2.22 Does the graph given in Figure 2.69 possess an Euler circuit? e3 v4 EXAMPLE 2.24 Is it possible to trace the graph in Figure 2.71 without lifting the pencil? e7 v3 v1 e4 e5 v1 e2 e6 v2 e1 v5 v8 Figure 2.69 v3 v7 Figure 2.71 Solution. The given graph is connected. Further deg(v1) 3, deg(v3) 3, v9 v6 v4 v2 deg(v2) 4, deg(v4) 4. Solution. The problem is equivalent to say that “Is it possible for this graph to have an Eulerian circuit”? We observe that Since this connected graph has vertices with odd degree, it cannot have Euler circuit. But this graph has Euler path, since it has exactly two vertices of odd degree. For example, v3 e2 v2 e7 v4 e6 v2 e1 v1 e4 v4 e3 v3 e5 v1 is an Euler path. deg(v1) 3, deg(v2) 2, deg(v3) 2, deg(v4) 3, deg(v5) 4, deg(v6) 2, deg(v7) 2, deg(v8) 4, deg(v9) 2. EXAMPLE 2.23 Consider the graph given below (Figure 2.70): v2 v3 Since the graph contains vertex of odd degree, therefore it cannot have Euler’s circuit and therefore can not be traced without lifting the pencil. v1 v4 EXAMPLE 2.25 Find the Euler’s circuit for the graph given below (Figure 2.72): Figure 2.70 v2 e1 v1 e13 e14 v12 v11 e16 v4 e2 e12 v10 e15 e11 e3 v6 e4 v3 e5 e6 v5 e10 e9 v9 Figure 2.72 v7 e7 e8 v8 Graphs Solution. The given connected graph has 12 vertices and degree of each vertex is even. Hence, by Euler’s theorem, this has an Euler’s circuit. For example, we observe that v1 e1 v2 e13 v11 e12 v10 e15 v12 e14 v2 e2 v3 e3 v4 e4 v5 e5 v6 e6 v7 e7 v8 e8 e9 v9 e10 v3 e11 v10 e16 v1 is an Euler’s circuit. In short we can represent it by e1, e13, e12, e15, e14, e2, e3, e4, e5, e6, e7, e8, e9, e10, e11, e16. EXAMPLE 2.26 (The bridges of Konigsberg) The graph theory began in 1736 when Leonhard Euler solved the problem of seven bridges on Pregel River in the town of Konigsberg in Prussia (now Kaliningrad in Russia). The two islands and seven bridges are shown in Figure 2.73. Island A Bridge Bridge C D Bridge Bridge Bridge Island B Bridge 2.19 Thus the graph of the problem is as shown in Figure 2.74. A (Island) C (Side of the river) (Side of the river) D B (Island) (Euler’s graphical representation of seven bridges problem) Figure 2.74 The problem then reduces to “Is there any Euler’s path in the above diagram?”. To find the answer, we note that there are more than two vertices having odd degree. Hence there exists no Euler path for this graph. EXAMPLE 2.27 The floor plan shown in Figure 2.75 is for a house that is open for public viewing. Each room is connected to every room with which it has a common wall and to the outside along each wall. Is it possible to begin in a room or outside and take a walk which goes through each door exactly once? Bridge e1 River D e7 The people of Konigsberg posed the following question to famous Swiss Mathematician Leonhard Euler: “Beginning anywhere and ending any where, can a person walk through the town of Konigsberg crossing all the seven bridges exactly once?” Euler showed that such a walk is impossible. He replaced the islands A, B and the two sides (banks) C and D of the river by vertices and the bridges as edges of a graph. We note then that deg(A) 3, deg(B) 5, deg(C) 3, deg(D) 3. e3 e10 Room A e2 Figure 2.73 D Room B e6 e5 e4 D e9 Doorway Room C e8 D (Outside) Figure 2.75 If each room and out side constitute a vertex and each door corresponds to an edge, then the floor plan converts into the graph. There are two edges e1 and e2 from A to D, two edges e3 and e4 from B to D, three edges e7, e8, e9 from C to D, one edge e10 from A to B, one edge e5 from A to C, one edge e6 from B to C. Hence the graph is as shown below (Figure 2.76): 2.20 Engineering Mathematics-II e1 e10 e1 A e3 e5 v1 B v4 v2 e2 e4 e2 e5 v3 D e9 e e8 7 e4 v5 Figure 2.78 e6 Hence the edge e3 is a bridge in the given graph. C Figure 2.76 2.6.1 We note that deg(A) deg(B) 4, deg(C) 5, deg(D) 7. Since the graph is connected and degree of exactly two vertices C and D is odd, there exists an Euler’s path and that path should start from one vertex of odd degree and end to the other vertex of odd degree. Therefore, either the path will begin from C and end at D or it will begin from D and end at C. An Euler’s path is shown (which begins from C). Definition 2.51. An edge in a connected graph is called a bridge or a cut edge if deleting that edge creates a disconnected graph. For example, consider the graph shown below (Figure 2.77): Methods for Finding Euler Circuit Method 1. We know that if every vertex of a nonempty connected graph has even degree, then the graph has an Euler circuit. We shall make use of this result to find an Euler path in a given graph. Consider the graph shown in Figure 2.79. v2 e1 v1 v6 e2 e3 e4 e9 v3 e6 e5 e8 v5 e7 v7 e11 e10 v8 v4 e12 Figure 2.79 We note that e1 e5 v1 e3 v2 e2 v4 v3 e4 deg(v2) deg(v4) deg(v6) deg(v8) 2, deg(v1) deg(v3) deg(v5) deg(v7) 4. Hence all vertices have even degree. Also the given graph is connected. Hence the given graph has an Euler circuit. We start from the vertex v1 and let C be C: v1 v2 v3 v1. v5 Figure 2.77 In this graph, if we remove the edge e3, then the graph breaks into two connected components given below (Figure 2.78): Then C is not an Euler circuit for the given graph but C intersects the rest of the graph at v1 and v3. Let Cc be Cc: v1v4 v3 v5 v7 v6 v5 v8 v7 v1. (In case we start from v3, then Cc will be v3 v4 v1 v7 v6 v5 v7 v8 v5). Graphs Path Cc into C and obtain 2.21 Let G be the connected graph as shown in the Figure 2.80. Cs: v1v2 v3 v1 v4 v3 v5 v7 v6 v5 v8 v7 v1, that is, v1 Cs: e1e2 e3 e4 e5 e6 e7 e8 e9 e10 e11 e12. e1 Method 2: Fleury’s Algorithm: This algorithm is used to find Euler’s circuit for a connected graph with no vertices of odd degree. We shall illustrate the method with the help of the following example: Current Path Next Edge e9 e8 v2 (If we had started from v2, then Cs: v1v2 v3 v4 v1 v7 v6 v5 v7 v8 v5 v3 v1 or e1e2 e5 e4 e12 e8 e9 e7 e11 e10 e6 e3). In Cs all edges are covered exactly once. Also every vertex has been covered at least once. Hence Cs is an Euler circuit. e7 e2 v3 e6 e4 e3 v6 v4 Figure 2.80 Step 1. We begin from any vertex, say v1 Step 2. We then construct the following table: Reason {v1, v2} No edge from v1 is a bridge, so choose any edge, say {v1, v2} v 1 v2 {v2, v4} (v2, v5) a bridge, so choose {v2, v4} v1 v2 v4 {v4, v5} only one edge {v4, v5}from v4 remains v1 v2 v4 v5 {v5, v6} Since {v2, v5} and {v5, v3} are bridges, choose {v5, v6} v1 v2 v4 v5 v6 {v6, v3} only one edge {v6, v3} remains v1 v2 v4 v5 v6 v3 {v3, v5} Since {v1, v3} is a bridge, choose either {v3, v2}or {v3, v5} v1 v2 v4 v5 v6 v3 v5 {v5, v2} only one edge {v5, v2} remains v1 v2 v4 v5 v6 v3 v5v2 {v2, v3} only one edge {v2, v3} remains v1 v2 v4 v5 v6 v3 v5 v2 v3 {v3, v1} only one edge {v3, v1} remains C: v1 v2 v4 v5 v6 v3 v5 v2 v3 v1. In term of edges, this Euler circuit can be expressed as e1 e2 e3 e4 e5 e6 e7 e8 e9. HAMILTONIAN CIRCUITS Definition 2.52. A Hamiltonian path for a graph G is a sequence of adjacent vertices and distinct e5 v5 v1 Hence one possible Euler circuit is 2.7 edges in which every vertex of G appears exactly once. Definition 2.53. A Hamiltonian circuit for a graph G is a sequence of adjacent vertices and distinct edges in which every vertex of G appears exactly once, except for the first and the last which are the same. Definition 2.54. A graph is called Hamiltonian if it admits a Hamiltonian circuit. 2.22 Engineering Mathematics-II EXAMPLE 2.28 The wooden graph shown in Figure 2.81 and constructed by William Hamilton in the shape of a regular dodecahedron is a Hamiltonian circuit. v1 Figure 2.84 v20 v19 v13 v2 v11 v3 v5 v14 v18 v12 v15 v10 v16 v6 v17 v9 v7 v8 v4 Figure 2.81 The Hamilton circuit is v1 v2 v3 … v18 v19 v20 v1. EXAMPLE 2.29 A complete graph Kn has a Hamiltonian circuit. In particular, the graphs shown in Figure 2.82 are Hamiltonian. and K3 K4 Figure 2.82 EXAMPLE 2.30 The graph shown below does not have a Hamiltonian circuit. v4 v1 v3 v2 v5 Figure 2.83 EXAMPLE 2.31 The graph shown in Figure 2.84 does not have a Hamiltonian circuit Remark 2.5. It is clear that only connected graphs can have Hamiltonian circuit. However, there is no simple criterion to tell us whether or not a given graph has Hamiltonian circuit. The following results give us some sufficient conditions for the existence of Hamiltonian circuit/path. Theorem 2.10. Let G be a linear graph of n vertices. If the sum of the degrees for each pair of vertices in G is greater than or equal to n 1, then there exists a Hamiltonian path in G. Theorem 2.11. Let G be a connected graph with n vertices. If n t 3 and deg(v) t n for each vertex v in G, then G has a Hamiltonian circuit. Theorem 2.12. Let G be a connected graph with n vertices and let u and v be two vertices of G that are not adjacent. If deg(u) deg(v) t n, then G has a Hamiltonian circuit. Corollary 2.2. Let G be a connected graph with n vertices. If each vertex has degree greater than or equal to n/2, then G has a Hamiltonian circuit. Proof: It is given that degree of each vertex is greater than or equal to n/2. Hence the sum of the degree of any two vertices is greater than or equal to n/2 n/2 n. So, by the above theorem, the graph G has a Hamiltonian circuit. Theorem 2.13. Let n be the number of vertices and m be the number of edges in a connected graph G. If 1 m t (n2 – 3n 6), then G has a Hamiltonian circuit. 2 The following example shows that the above conditions are not necessary for the existence of Hamiltonian path. Graphs EXAMPLE 2.32 Let G be the connected graph shown in the Figure 2.85. v7 2.23 EXAMPLE 2.33 Consider the graph G shown below (Figure 2.86): v3 v1 v8 v6 v2 v1 v5 v5 v4 Figure 2.86 v2 v3 v4 Figure 2.85 We note that n Number of vertices in G 8, m Number of edges in G 8, Degree of each vertex 2. Thus, if u and v are non-adjacent vertices, then deg(u) deg(v) 2 2 4 ≥/ 8. Also, 1 2 1 (n – 3n 6) (64 – 24 6) 23. 2 2 Clearly m ≥/ 1 (n2 – 3n 6). Therefore the 2 above two theorems fail. But the given graph has Hamiltonian circuit. For example, v1, v2, v3, v4, v5, v6, v7, v8, v1 is an Hamiltonian circuit for the graph. Proposition 2.1. Let G be a graph with at least two vertices. If G has a Hamiltonian circuit, then G has a subgraph H with the following properties: 1. 2. 3. 4. H contains every vertex of G H is connected H has the same number of edges as vertices Every vertex of H has degree 2 The contrapositive of this proposition is “If a graph G with at least two vertices does not have a subgraph H satisfying (1) – (4), then G does not have a Hamiltonian circuit”. Also we know that contrapositive of a statement is logically equivalent to the statement. Therefore the above result can be used to show non-existence of a Hamiltonian circuit. Let us verify whether this graph has a Hamiltonian circuit. Suppose that G has a Hamiltonian circuit. Then it has a subgraph H such that 1. H contains every vertex of G, i.e., H has 5 vertices v1, v2, v3, v4, v5 2. H is connected 3. H has 5 edges 4. Every vertex of H has degree 2 Since the degree of v2 in G is 4 and every vertex of H has degree 2, two edges incident on v2 must be removed from G to create H. But we note that the edge {v1, v2} cannot be removed, because the removal of {v1, v2} will decrease the degree of v1 to 1, which is less than 2. Similarly the edge {v2, v3}, {v2, v4} and {v2, v5} cannot be removed. Hence the degree of v2 in H must stand at 4 which contradicts the condition that every vertex in H has degree 2 in H. Therefore, no such subgraph H exists. Hence G does not have a Hamiltonian circuit. EXAMPLE 2.34 Does the graph G given below (Figure 2.87) have Hamiltonian circuit? a b e c d Figure 2.87 Solution. The given graph has n Number of vertices 5 m Number of edges 8 2.24 Engineering Mathematics-II deg(a) deg(b) deg(c) deg(d) 3 deg(e) 4 We observe that (i) Degree of each vertex is greater than n/2 (ii) The sum of degrees of any non-adjacent pair of vertices is greater than n (iii) 1 (n2 – 3n 6) 1 (25 – 15 6) 8. 2 2 Thus the condition m t 1 (n2 3n 6) is satisfied. 2 (iv) The sum of degrees of each pair of vertices in the given graph is greater than n 1 5 1 4. Thus four sufficiency conditions are satisfied (whereas one condition out of these four conditions is sufficient for the existence of Hamiltonian path/ circuit). Hence the graph has a Hamiltonian circuit. For example, the following circuits in G are Hamiltonian (Figure 2.88). a b and e c d a b Solution. Here Number of vertices (n) 5 Number of edges (m) 4 deg(a) deg(b) deg(c) deg(d) 1 deg(e) 4 We note that 5 2 (ii) deg(a) deg(b) 2 ≥/ 5, that is sum of any nonadjacent pair of vertices is not greater than 5 (iii) 1 (n2–3n 6) 1 (25 –15 6) 8 2 2 1 Therefore the condition m t (n2 – 3n 6) is not 2 satisfied, (i) deg(a) deg(b) deg(c) deg(d) ≥/ (iv) deg(a) deg(b) 2 ≥/ 4, i.e., the condition that sum of degrees of each pair of vertices in the graph is not greater than or equal to n 1. Hence no sufficiency condition is satisfied. So we try the Proposition 2.1. Suppose that G has a Hamiltonian circuit. Then G should have a subgraph which contains every vertex of G, and number of vertices and number of edges in H should be same. Thus, H should have five vertices a, b, c, d, e and five edges. Since G has only four edges, H cannot have more than four edges. Hence no such subgraph is possible. Hence, the given graph does not have Hamiltonian circuit. e c EXAMPLE 2.36 Does the graph shown below (Figure 2.90) possess a Hamiltonian circuit? d Figure 2.88 EXAMPLE 2.35 Does the graph shown below (Figure 2.89) has Hamiltonian circuit? a b e c d Figure 2.89 A D B C Figure 2.90 Solution. In the given graph Number of vertices (n) 4 Number of edges (m) 8 Degree of each vertex 4 Graphs Thus we see that (i) Degree of each vertex is greater than n/2 (ii) Sum of degree of each pair of vertices is greater than n 1, 1 1 (16 – 12 6) 5 and so m t (iii) 1 (n2 – 3n 6) 2 2 2 2 (n – 3n 6). Hence the given graph has a Hamiltonian path. For example, ABCDA is a Hamiltonian path in the given graph (see Figure 2.91). A D B C Figure 2.91 EXAMPLE 2.37 Is the graph shown in Figure 2.92 a Hamiltonian? B A E 2.25 (iii) deg(A) deg(E) 2 2 4 and so the condition that “the sum of degrees of non-adjacent vertices is greater than or equal to n” is not satisfied (iv) “The sum of degrees of any pair of vertices is greater than or equal to n 1” is not satisfied. So suppose that G has a Hamiltonian circuit. Then it should have a connected subgraph H containing six vertices, six edges and degree of each vertex should be 2. To have degree of each vertex equal to 2, we should remove two edges from C and two edges from B. For example, now, if we remove CE from C, then deg(E) z 2, If we remove CF, then deg(F) z 2. So, we cannot remove CE and CF. If we remove CD, then deg(D) z 2. If we remove CA, then deg(A) z 2. Hence no such subgraph H exists. So, G cannot have a Hamiltonian circuit. Remark 2.6. Since the degree of each vertex in the above graph is even, it has Eulerian circuit. Thus the graph in EXAMPLE 2.37 is Eulerian but not Hamiltonian. EXAMPLE 2.38 Is the graph given in Figure 2.93 Hamiltonian? A B C D E F F D C Figure 2.92 Solution. We note that deg(A) deg(D) deg(E) deg(F) 2, deg(B) deg(C) 4. Further, Number of vertices (n) 6 Number of edges (m) 8. So, 1 (n2 – 3n 6) 1 (36 – 18 6) 12. 2 2 Thus the conditions (i) Degree of each vertex is greater than or equal to n/2 is not satisfied (ii) m t 1 (n2 – 3n 6) is not satisfied 2 Figure 2.93 Solution. In this graph, Number of vertices (n) 6 Number of edges (m) 9. So, 1 (n2 – 3n 6) 1 (36 – 18 6) 12, 2 2 deg(A) deg(C) 2, deg(D) deg(F) 3 deg(E), deg(B) 5. Thus, no sufficient condition is satisfied in this case. But, the graph has Hamiltonian circuit ADEFCBA shown in the Figure 2.94. 2.26 Engineering Mathematics-II A B C D E F For example, if vertices in a graph denote recreational sites of a town and weights of edges denote the distances in kilometers between the sites, then the graph shown in Figure 2.96 is a weighted graph. 7 D Figure 2.94 7 EXAMPLE 2.39 Show that the graph G shown in Figure 2.95 is not Hamiltonian. a e d g c b f h i Figure 2.95 Solution. If G is Hamiltonian, then it has a subgraph H that 1. 2. 3. 4. Contains every vertex of G Is connected Has the same number of edges as vertices Is such that every vertex has degree 2 Thus, if such a graph exists, then it will have vertices (a, b, c, d, e, f, g, h, i), will be connected, will have six edges and the degree of each vertex shall be 2. We note that deg(d ) deg(e) deg(f ) 2. The degree of the vertex h in G is 3, one edge incident on h must be deleted from G to create H. The edge {h, e} is required since otherwise deg(e) z 2. So we have to delete either {g, h} or {h, i}. If we delete {h, i} and retain {g, h}, then {g, i} has to be deleted to keep g of degree 2. In such a case, there is only one edge {i, f } on i and so there is a contradiction to (4). So we cannot remove {h, i}. Similarly, we see that {g, h} cannot be deleted. Hence no such subgraph H exists and so G does not have a Hamiltonian circuit. Definition 2.55. A weighted graph is a graph for which each edge or each vertex or both is (are) labelled with a numerical value, called its weight. A C 14 11 5 9 B Figure 2.96 Definition 2.56. The weight of an edge (vi, vj) is called distance between the vertices vi and vj. Definition 2.57. A vertex u is a nearest neighbour of vertex v in a graph if u and v are adjacent and no other vertex is joined to v by an edge of lesser weight than (u, v). For example, in the above example, B is the nearest neighbour of C, whereas A and C are both nearest neighbours of the vertex D. Thus, nearest neighbour of a set of vertices is not unique. Definition 2.58. A vertex u is a nearest neighbour of a set of vertices {v1, v2, …, vn} in a graph if u is adjacent to some member vi of the set and no other vertex adjacent to member of the set is joined by an edge of lesser weight than (u, vi). In the above example, if we have set of vertices as {B, D}, C is the neatest neighbour of {B, D} because the edge (C, B) has weight 5 and no other vertex adjacent to {B, D} is linked by an edge of lesser weight than (C, B). Definition 2.59. The length of a path in a graph is the sum of lengths of edges in the path. Definition 2.60. Let G (V, E) be a graph and let lij denote the length of edge (vi, vj) in G. Then a shortest path from vi to vk is a path such that the sum l12 l23 lk 1,k of lengths of its edges is minimum, that is, total edge weight is minimum. 2.7.1 Travelling Salesperson Problem This problem requires the determination of a shortest Hamiltonian circuit in a given graph of cities Graphs and lines of transportation to minimize the total fare for a travelling person who wants to make a tour of n cities visiting each city exactly once before returning home. The weighted graph model for this problem consists of vertices representing cities and edges with weight as distances (fares) between the cities. The salesman starts and ends his journey at the same city and visits each of n 1 cities once and only once. We want to find minimum total distance. We discuss the case of five cities and so consider the weighted graph shown in the Figure 2.97. 2.27 (i) Let us choose a as the starting vertex. Then d is the nearest vertex and then (a, d) is the corresponding edge. Thus we have the figure a 7 c b e d (ii) From d, the nearest vertex is c, so we have a path shown below: a a 12 14 7 7 9 b c b 6 6 5 13 c 10 8 e d d 11 e Figure 2.97 (iii) From c, the nearest vertex is e. So we have the path as shown below: a We shall use nearest neighbour algorithm to solve the problem: Algorithm: Nearest neighbour (closest insertion) Input: A weighted complete graph G. Output: A sequence of labelled vertices that forms a Hamiltonian cycle. Start at any vertex v. Initialize l(v) 0. Initialize i 0. 7 c b 6 8 e d (iv) From e, the nearest vertex is b and so we have the path a While there are unlabelled vertices i: i 1. 7 c b Traverse the cheapest edge that join v to an unlabelled vertex, say w Set l(w) i. v: w. For the present example, 5 d 6 8 e (v) Now, from b, the only vertex to be covered is a to form Hamiltonian circuit. Thus we have a 2.28 Engineering Mathematics-II Hamiltonian circuit as given below. The length of this Hamiltonian circuit is 2 3 2 5 4 5 4 6 31. EXAMPLE 2.41 Find a Hamiltonian circuit of minimal weight for the graph shown below (Figure 2.100) 7 6 8 5 14 40. a 14 7 6 5 10 8 However, this is not Hamiltonian circuit of minimal length. The total distance of a minimum Hamiltonian circuit (Figure 2.98) is 37. a 7 10 c 6 5 8 9 d 12 Figure 2.100 Solution. Starting from the point a and using nearest neighbour method, we have the required Hamiltonian circuit as a b c d a with total length as 10 10 8 12 40. 9 b c 15 a e d 10 b c b Definition 2.61. A k-factor of a graph is a spanning subgraph of the graph with the degree of its vertices being k. Consider the graph shown in Figure 2.101. e d Figure 2.98 a Total length 7 6 9 5 10 37. Remark 2.7. Unless otherwise stated, try to start from a vertex of largest weight. EXAMPLE 2.40 Find a Hamiltonian circuit of minimal weight for the graph given below (Figure 2.99) b 2 d 3 3 4 a 2 c 5 4 e 2 6 c d e f Figure 2.101 f 6 5 b g 5 Then the graph shown in Figure 2.102 shows a 1-factor of the given graph. 4 h Figure 2.99 Solution. Starting from c and applying nearest neighbour method, we have the required Hamiltonian circuit as c a b d e f g h c with total length as Figure 2.102 Graphs 2.29 Solution. The adjacency matrix A(G) (aij) is the matrix such that Also then, (see Figure 2.103) aij Number of edges connecting vi and vj. So, for the given graph, the adjacency matrix is Figure 2.103 is a 2-factor of the given graph. 2.8 MATRIX REPRESENTATION OF GRAPHS A graph can be represented inside a computer by using the adjacency matrix or the incidence matrix of the graph. Definition 2.62. Let G be a graph with n ordered vertices v1, v2, …, vn. Then the adjacency matrix of G is the n u n matrix A(G) (aij) over the set of nonnegative integers such that ⎡0 ⎢1 ⎢ A(G ) = ⎢1 ⎢ ⎢1 ⎢⎣1 EXAMPLE 2.42 Find the adjacency matrix of the graph shown below (Figure 2.104): v1 v3 v2 v4 Figure 2.104 v5 1 1 0 0 0 1 1 0 0 0 1⎤ 1⎥ ⎥ 0⎥ . ⎥ 0⎥ 0 ⎥⎦ EXAMPLE 2.43 Find the adjacency matrix of the graph given below: v2 v1 aij the number of edges connecting vi and vj for all i, j 1, 2, …, n. We note that if G has no loop, then there is no edge joining vi to vi, i 1, 2, …, n.Therefore, in this case, all the entries on the main diagonal will be 0. Further, if G has no parallel edge, then the entries of A(G) are either 0 or 1. It may be noted that adjacent matrix of a graph is symmetric. Conversely, given a n u n symmetric matrix A(G) (aij) over the set of non-negative integers, we can associate with it a graph G, whose adjacency matrix is A(G), by letting G have n vertices and joining vi to vertex vj by aij edges. 1 0 1 1 1 v4 v3 Figure 2.105 Solution. We note that there is a loop at v1 and parallel edges between v1, v3, and v3, v4. So the adjacency matrix A(G) is given by the following 4 u 4 matrix: ⎡1 ⎢0 A(G) ⎢ ⎢2 ⎢ ⎣0 0 0 1 0 2 1 0 2 0⎤ 0⎥ ⎥. 2⎥ ⎥ 0⎦ EXAMPLE 2.44 Find the graph that has the following adjacency matrix: ⎡1 ⎢2 ⎢ ⎢1 ⎢ ⎣2 2 0 2 1 1 2 1 0 2⎤ 1⎥ ⎥. 0⎥ ⎥ 0⎦ 2.30 Engineering Mathematics-II Solution. We note that there is a loop at v1 and a loop at v3. There are parallel edges between v1, v2; v1, v4; v2, v1; v2, v3; v3, v2; v4, v1. Thus the graph is as shown in Figure 2.106. v1 v2 v3 v4 2 1 0 0 3 1 2 0 0 3 0⎤ 0⎥ ⎥ 3⎥ ⎥ 3⎥ 0 ⎥⎦ ⎡2 ⎢1 ⎢ A4 = ⎢0 ⎢ ⎢0 ⎢⎣ 3 1 2 0 0 3 0 0 5 4 0 0 0 4 5 0 3⎤ 3⎥ ⎥ 0⎥ . ⎥ 0⎥ 6 ⎥⎦ ⎡3 ⎢1 ⎢ B = A + A2 + A3 + A4 = ⎢ 3 ⎢ ⎢1 ⎢⎣ 4 The following theorem is stated without proof. Theorem 2.14. Let G be a graph with n vertices v1, v2, …, vn and let A(G) denote the matrix of G. If B (bij) is the matrix B A A2 An 1, then the graph G is a connected graph if and only if bij z 0 for i z j, that is, B has no zero entry off the main diagonal. EXAMPLE 2.45 A graph G has the following adjacency matrix. Verify whether it is connected. 0 0 0 1 0 1 0 0 0 1 0 1 0 0 1 0⎤ 0⎥ ⎥ 1⎥ . ⎥ 1⎥ 0 ⎥⎦ 0 1 0 0 1 0 0 2 1 0 0 0 1 2 0 1⎤ 1⎥ ⎥ 0⎥ , ⎥ 0⎥ 2⎥⎦ 1 3 1 3 4 3 1 7 5 4 1 3 5 7 4 4⎤ 4⎥ ⎥ 4⎥ . ⎥ 4⎥ 8 ⎥⎦ Since B has no zero entry off the main diagonal, the graph is connected. Definition 2.63. Suppose a graph G has n vertices v1, v2, …, vn and t edges e1, e2, …, et. The incidence matrix B(G) of G is the n u t matrix B(G) (bij), where bij the number of times that the vertex vi is incident with the edge ej, that is, ⎧0 if vi is not end of e j ⎪ bij = ⎨1 if vi is an end of the non-loop e j ⎪2 if v is an end of the loop e i j ⎩ Solution. We have ⎡1 ⎢0 ⎢ A2 = ⎢0 ⎢ ⎢0 ⎢⎣1 0 0 1 2 0 Therefore, Figure 2.106 ⎡0 ⎢0 ⎢ A = ⎢1 ⎢ ⎢0 ⎢⎣0 ⎡0 ⎢0 ⎢ A3 = ⎢ 2 ⎢ ⎢1 ⎢⎣0 2.9 PLANAR GRAPHS Definition 2.64. A graph which can be drawn in the plane so that its edges do not cross is said to be planar. For example, the graph shown in Figure 2.107 is planar: Graphs A 2.31 But the map K5 is not planar because in this case, the edges cross each others (see Figure 2.110). B C D E B A E Figure 2.107 Also the complete graph K4 shown below (Figure 2.108) is planar. A C D Figure 2.110 B D C Figure 2.108 In fact, it can be redrawn as shown below in Figure 2.109 so that no edges cross. A Definition 2.65. An area of the plane that is bounded by edges of the planar graph and is not further subdivided into subareas is called a region or face of the planar graph. A face is characterized by the cycle that forms its boundary. Definition 2.66. A region is said to be finite if its area is finite and infinite if its area is infinite. Clearly a planar graph has exactly one infinite region. For example, consider the graphs shown in Figure 2.111. B D C Figure 2.109 (i) (ii) 1 2 G21 G1 1 3 2 4 6 5 5 6 7 9 4 8 10 Figure 2.111 G2 3 2.32 Engineering Mathematics-II We note that in the graph G1, there are five regions A, B, C, D, E as shown below: 1 4 3 5 B C 6 A 7 3 8 4 Finite region Finite region Finite region 1 E 3 3 4 9 8 D 9 Infinite region 10 Infinite region 8 Infinite region In graph G2, there are four region A, B, C, D (Figure 28.112) 1 2 2 1 5 B C A 6 3 4 4 Finite region Finite region 1 E Finite region 2 D 5 3 4 Infinite region Figure 2.112 6 Graphs Definition 2.67. Let f be a face (region) in a planar graph. The length of the cycle (or closed walk) which borders f is called the degree of the region f. It is denoted by deg(f ). In a planar graph we note that each edge either borders two regions or is contained in a region and will occur twice in any walk along the border of the region. Thus we have the following: Theorem 2.15. The sum of the degrees of the regions of a map is equal to twice the number of edges. For example, in the graph G2, discussed above, we have deg(A) 4, deg(B) 3, deg(C) 4, deg(d) 5. The sum of degrees of all regions 4 3 4 5 16. 2.33 a x G Figure 2.113 We delete “a” and the edge x incident on “a” from the graph G. The resulting graph Gc (Figure 2.114) has n edges and so by induction hypothesis, the formula holds for Gc. Since G has one more edge than Gc, one more vertex than Gc and the same number of faces as Gc, it follows that the formula v – e r 2 holds also for G. Number of edges in G2 8. Hence the sum of degrees of regions is twice the number of edges. Theorem 2.16. (Euler’s Formula for Connected Planar Graphs) If G is a connected planar graph with e edges, v vertices and r regions, then v – e r 2. Proof: We shall use induction on the number of edges. Suppose that e 0. Then the graph G consists of a single vertex, say P. Thus, G is as shown below: Figure 2.114 Now suppose that G contains a cycle. Let x be an edge in a cycle as shown in Figure 2.115. x •P and we have e 0, v 1, r 1. Thus 1 – 0 1 2 and the formula holds in this case. Suppose that e 1. Then the graph G is one of the two graphs shown below: , e = 1, v = 2, r = 1 G′ e = 1, v = 1, r = 2 We see that, in either case, the formula holds. Suppose that the formula holds for connected planar graph with n edges. We shall prove that this holds for graph with n 1 edges. So, let G be the graph with n 1 edges. Suppose first that G contains no cycles. Choose a vertex v1 and trace a path starting at v1. Ultimately, we will reach a vertex a with degree 1, that we cannot leave (see Figure 2.113). G Figure 2.115 Now the edge x is part of a boundary for two faces. We delete the edge x but no vertices to obtain the graph Gc as shown in Figure 2.116. G′ Figure 2.116 2.34 Engineering Mathematics-II Thus Gc has n edges and so by induction hypothesis the formula holds. Since G has one more face (region) than Gc, one more edge than Gc and the same number of vertices as Gc, it follows that the formula v – e r 2 also holds for G. Hence, by mathematical induction, the theorem is true. Remark 2.8. Planarity of a graph is not affected if (i) An edge is divided into two edges by the insertion of new vertex of degree 2 (Figure 2.117). EXAMPLE 2.46 Show that the graph K3,3, given in Figure 2.120 below, is not planar. c1 c2 c3 c4 c5 c6 K3,3 Figure 2.120 Figure 2.117 (ii) Two edges that are incident with a vertex of degree 2 are combined as a single edge by the removal of that vertex (Figure 2.118). Figure 2.118 Definition 2.68. Two graphs G1 and G2 are said to be isomorphic to within vertices of degree 2 (or homeomorphic) if they are isomorphic or if they can be transformed into isomorphic graphs by repeated insertion and/or removal of vertices of degree 2. Definition 2.69. The repeated insertion/removal of vertices of degree 2 is called sequence of series reduction. For example, the graphs shown in Figure 2.119 are isomorphic to within vertices of degree 2. A problem based on this example can be stated as “Three cities c1, c2 and c3 are to be directly connected by express ways to each of three cities c4, c5 and c6. Can this road system be designed so that the express ways do not cross?” This example shows that it cannot be done. Solution. Suppose that K3,3 is planar. Since every cycle in K3,3 has at least four edges, each face (region) is bounded by at least four edges. Thus the number of edges that bound regions is at least 4r. Also, in a planar graph each edge belongs to at most two bounding cycles. Therefore, 2e t 4r (sums of degrees of region is equal to twice the number of edges) But, by Euler’s formula for planar graph, r e – v 2. Hence, 2e t 4(e – v 2). (1) In case of K3,3 we have e 9, v 6 and so (1) yields 18 t 4 (9 – 6 2) 20, which is a contradiction. Therefore K3,3 is not planar. and Remark 2.9. By a argument similar to the above example, we can show that the graph K5 (Figure 2.121) is not planar. Figure 2.119 If we define a relation R on the set of graphs by G1 R G2 if G1 and G2 are homeomorphic, then R is an equivalence relation. Each equivalence class consists of a set of mutually homeomorphic graphs. (Non-planar graph K5) Figure 2.121 Graphs We observe that if a graph contains K3,3 or K5 as a subgraph, then it cannot be planar. The following theorem, which we state without proof, gives necessary and sufficient condition for a graph to be planar. 2.35 we can then carry out series reduction. The resulting graph will have nine edges. Also we know that K3,3 has nine edges. So this approach seems promising. Using trial and error, we find that the edge (g, h) should be removed. Then g and h have degree 2. Kuratowski’s Theorem 2.17. A graph G is planar if and only if G does not contain a subgraph homeomorphic to K3,3 or K5. The complete graph K5 and the complete bipartite graph K3,3 are called the Kuratowski graphs. a f b g EXAMPLE 2.47 Using Kuratowski’s theorem show that the graph G, shown in Figure 2.122, is not planar. h e c d (Graph obtained by deleting edges (a, b) and (f, e)). a f b g a h e f b g c d h G e Figure 2.122 c d Solution. Let us try to find K3,3 in the graph G. We know that in K3,3, each vertex has degree 3. But we note that in G, the degree of a, b, f and e each is 4. So we eliminate the edges (a, b) and (f, e) so that all vertices have degree 3. If we eliminate one more edge, we will obtain two vertices of degree 2 and (Graph obtained by eliminating the edge (g, h). Performing series reduction now, we obtain an isomorphic copy of K3,3 (Figure 2.123). a f b e c d (Isomorphic copy of K3,3, obtained by series reduction) Figure 2.123 2.36 Engineering Mathematics-II v – e r 2. Hence, by Kurtowski’s theorem, the given graph G is not planar. EXAMPLE 2.48 If the graph given in Figure 2.124 is planar, redraw it so that no edges cross, otherwise find a subgraph homeomorphic to either K5 or K3,3. a b f c e d So, Hence, 6d3 v–e e . 3 v e d 3v – 6 or Remark 2.10. Using above theorem, let us consider planarity of K5. Here v 5, e 10. Suppose K5 is planar, then by the above theorem, 6 d 3(5) – 10 5, which is impossible. Hence K5 is non-planar. Definition 2.70. Any graph homeomorphic either to K5 or to K3,3 is called Kuratowski subgraph. Figure 2.124 Solution. The given graph can be redrawn as shown in the Figure 2.125. EXAMPLE 2.49 Find Kuratowski subgraph of the following graph (Figure 2.126): b a 2e 3 2 v–erdv–e f a b e f g h c e d d c Figure 2.126 Figure 2.125 We then observe that no edges cross. Hence the given graph is planar. Theorem 2.18. Let G be a connected planar graph with v vertices, e edges, where v t 3. Then e d 3v – 6 or 6 d 3v – e. (Note that the theorem is not true for K1, where v 1 and e 0 and is not true for K2, where v 2 and e 1). Proof: Let r be the number of regions in a planar representation of the graph G. The sum of the degrees of the regions is equal to 2e. But each region has degree greater than or equal to 3. Hence 2 e t 3 r, that is, r d 2e . But, by Euler’s formula, 3 Solution. In the given graph, Number of vertices 8 Number of edges 12. Firstly, we remove the edge (g, h). Then deg(g) 2, deg(h) 2 and so the vertices g and h can be removed. Then, we have Number of vertices 6 Number of edges 9 and the graph reduces to a b e d f , c Graphs which is homeomorphic to K3,3 (Kuratowski graph) shown in Figure 2.127. c a This subgraph is homeomorphic to K3,3 as shown in Figure 2.130. f e K3,3 d a e c f b K3,3 d b Figure 2.127 Thus the given graph is non-planar by Kuratowski theorem. EXAMPLE 2.50 Find a subgraph homeomorphic to either K5 or K3,3 in the graph given below (Figure 2.128): a e2 e12 e7 f b e1 e13 e9 e10 e6 c e8 e3 e4 e 2.37 e11 e5 Figure 2.130 This also shows, by Kuratowski theorem, that the given graph is not planar. 2.10 COLOURING OF GRAPH Definition 2.71. Let G be a graph. The assignment of colours to the vertices of G, one colour to each vertex, so that the adjacent vertices are assigned different colours is called vertex colouring or colouring of the graph G. d Definition 2.72. A graph G is n-colourable if there exists a colouring of G which uses n colours. Figure 2.128 Solution. Here, Definition 2.73. The minimum number of colours required to paint (colour) a graph G is called the chromatic number of G and is denoted by c (G). Number of vertices 6 Number of edges 13 deg(a) 5, deg( f ) 4, deg(c) 4, deg(d) 5 But, in K3,3, the degree of each vertex is 3. We delete the edges (a, c), ( f, d), (a, e), (b, d), then degree of each vertex a, f, c and d becomes 3. As such, the subgraph becomes as given below (Figure 2.129), which has six vertices each with degree 3 and has 9 edges. a EXAMPLE 2.51 Find the chromatic number for the graph shown in the Figure 2.131. b b a f c e d Figure 2.129 c d e G Figure 2.131 2.38 Engineering Mathematics-II Solution. The triangle a b c needs three colours. Suppose that we assign colours c1, c2, c3 to a, b and c respectively. Since d is adjacent to a and c, d will have different colour than c1 and c3. So we paint d by c2. Then e must be painted with a colour different from those of a, d and c, that is, we cannot colour e with c1, c2 or c3. Hence, we have to give e a fourth colour c4. Hence c(G) 4. Welsh–Powell algorithm to determine upper bound to the chromatic number of a given graph. The input is a given graph G. Solution. We note that deg( f ) 5, deg(a) deg(b) deg(c) deg(d) deg(e) 3. Step 1. Ordering the vertices according to decreasing degree yields f, a, b, c, d, e Step 2. Step 3. Step 4. Step 5. Paint f with colour c1. Paint a, d with colour c2. Paint b, e with colour c3. Paint c with colour c4. 1. Order the vertices of G according to decreasing degree. 2. Assign the first colour, say c1, to the first vertex and then, in sequential order, assign c1 to each vertex, which is not adjacent to a previous vertex assigned c1. 3. Repeat Step 2 with a second colour c2 and the subsequence of the remaining non-painted vertices. 4. Repeat Step 3 with a third colour c3, then a fourth colour c4 and so on until all vertices are coloured. 5. Exit. Hence c(G) d 4. Also since there is a triangle in the given graph so we have c(G) t 3. Thus 3 d c(G) d 4. But we do not yet know exactly what the chromatic number is. We try to build a 3-colouring of G. Let us start colouring the triangle abf with the colours c1, c2, c3, respectively. Since c is adjacent to the vertices b and f of colour c2 and c3, respectively, c is forced to be coloured c1 and then d is forced to be c2. However, now the adjacent vertices a and e cannot both have colour c1. Thus the graph cannot be 3-coloured. But using a fourth colour c4 for e gives us 4-colouring of G. Hence, c(G) 4. EXAMPLE 2.52 Use Welsh-Powell algorithm to determine an upper bound to the chromatic number of the “Wheel” graph shown in Figure 2.132. EXAMPLE 2.53 Use Welsh-Powell algorithm to colour the graph shown in Figure 2.133. a b a e f e d d c Figure 2.132 c b f h g Figure 2.133 Solution. Ordering the vertices according to decreasing degrees, we get the sequence e, c, g, a, b, d, f, h. Use the colour c1 to colour (paint) e and a. Use the colour c2 to paint c, d and h. Use third colour c3 to paint vertices g, b and f. c2 Some rules for colouring a graph 1. c(G) ≤ | V |, where | V | is the number of vertices of G. 2. A triangle always requires three colours, that is, c(K ) = 3. Similarly c(K ) = n, where K is the 3 n n complete graph of n vertices. 3. If some subgraph of G requires k-colours, then c(G) ≥ k. 4. If deg(v) = n, then at most n colours are required to colour the vertices adjacent to v. 5. c(G) = max {c(C): C is a connected component of G}. 6. Every n-colourable graph has at least n vertices v such that deg(v) ≥ n − 1. 7. c(G) ≤ 1 + Δ(G), where Δ(G) is the largest degree of any vertex of G. 8. The following statements are equivalent: (i) A graph G is 2-colourable (ii) G is bipartite (iii) Every cycle of G has even length 9. If d (G) is the smallest degree of any vertex of G, then χ(G ) ≥ |v| . | v | − δ(G ) EXAMPLE 2.54 Find chromatic number of the graphs shown in Figure 2.134. c1 c1 c2 c2 c3 and c1 Thus all the vertices are painted such that no adjacent vertices get the same colour. Hence c(G) = 3. 2.39 Graphs c2 c1 c2 c1 (i) (ii) Figure 2.134 Solution. The graph (i) is 2-colourable whereas the graph (ii) is 3-colourable. Theorem 2.19. Bipartite graph is 2-colourable unless G is edgeless. Proof: A two colouring is obtained by assigning one colour to every vertex in one of the bipartition parts and another colour to every vertex in the other partition part as shown in Figure 2.135. c1 c2 c1 c2 c2 Figure 2.135 Corollary 2.3. Even cycle graphs C2n have c(C2n) = 2. Proof: An even cycle graph is bipartite and therefore, by Theorem 2.19, its chromatic number is 2. For example consider the graph shown in Figure 2.136. a b c d Figure 2.136 2.40 Engineering Mathematics-II It is equivalent to the following bipartite graph shown in Figure 2.137. K1 a c b d Figure 2.137 Therefore, it is 2-colourable. Proposition 2.2. Odd cycle graph C2n + 1 has c(C ) = 3. 2n + 1 Proof: Let v1, v2, …, v2n, v2n + 1 be vertices of a cycle graph c2n + 1. If two colours were sufficient, then they would have to alternate around the cycle. Thus, the odd subscripted would have to be one colour and the even subscripted vertices have to be second colour but vertex v2n + 1 is adjacent to v1, and so according to this scheme two adjacent vertices v1 and v2n + 1 have the same colour. This is a contradiction and so C2n + 1 is not 2-colourable but 3-colourable. It follows, therefore, that “The chromatic number of a cycle is either two or three, depending on whether its length is even or odd.” Definition 2.74. The join G + H of the graphs G and H is obtained from the graph G ∪ H by adding an edge between each vertex of H. For example, if we have a graph as shown below (Figure 2.138): Figure 2.139 Regarding the chromatic number of the join G + H of the graphs G and H we have the following: Proposition 2.3. The join of a graph G and H has chromatic number c(G + H) = c(G) + c(H). Definition 2.75. The n vertex wheel graph Wn is called an odd-order wheel if n is odd and an even-order wheel if n is even. Proposition 2.4. Odd-order wheel graph has c(W ) = 3, for all m ≥ 1. 2m + 1 Proof: Using the fact that the wheel graph W2m + 1 is the join C2m + K1, it follows that c(W ) = c(C2m) + c(K1) = 2 + 1 = 3. 2m + 1 K1 Figure 2.140 (W5) Proposition 2.5. Even-order wheel graph has c(W2m) = 4. Proof: Using the fact that W2m = c2m −1 + K1, it follows that X(W2m) = c(c2m − 1) + c(K1) = 3 + 1 = 4. (G) Figure 2.138 K1 and a graph ∑ K 1, then the join G + K1 of the graphs G and K1 is the graph as shown below (Figure 2.139): Figure 2.141 (W6) Graphs EXAMPLE 2.55 Find chromatic number of the graph shown in Figure 2.142: a 2.41 Definition 2.78. Let G be a directed graph. The indegree of a vertex v of G is the number of edges ending at v. It is denoted by indeg(v). EXAMPLE 2.56 Consider the directed graph shown below (Figure 2.143): d v1 b e1 c Figure 2.142 v2 Solution. Here degree of each vertex is 3. Therefore, c(G) ≤ 1 + 3 = 4. Since it has a triangle, c(G) ≥ 3. Thus, 3 ≤ c(G) ≤ 4. We first colour the triangle abd with colours c1, c2, c3, respectively. Since c is adjacent to each of a, b and d, therefore a different colour c4 have to be given to it. Hence the graph is 4-colourable and so c(G) = 4. 4 = 4. Note: If we apply rule 9, then χ ≥ (4 − 3) Hence χ(G ) = 4. e2 Theorem 2.20 (Four-Colour Theorem of Appel and Haken) Any planar graph is 4-colourable. (Proof of the theorem is out of the scope of this book). 2.11 DIRECTED GRAPHS Definition 2.76. A directed graph or digraph consists of two finite sets: (i) A set V of vertices (or nodes or points). (ii) A set E of directed edges (or arcs), where each edge is associated with an ordered pair (v, w) of vertices called its endpoints. If edge e is associated with the ordered pair (v, w), then e is said to be directed edge from v to w. The directed edges are indicated by arrows. We say that edge e = (v, w) is incident from v and is incident into w. The vertex v is called initial vertex and the vertex w is called the terminal vertex of the directed edge (v, w). v3 e4 e5 v5 v4 e6 Figure 2.143 Here edge e1 is (v2, v1) whereas e6 is denoted by (v5, v5) and is called a loop. The indegree of v2 is 1, outdegree of v2 is 3. Definition 2.79. A vertex with 0 indegree is called a source, whereas a vertex with 0 outdegree is called a sink. For instance, in the above example, v1 is a sink. Definition 2.80. If the edges and/or vertices of a directed graph G are labelled with some type of data, then G is called a labelled directed graph. Definition 2.81. Let G be a directed graph with ordered vertices v1, v2, …, vn. The adjacency matrix of G is the matrix A = (aij) over the set of non-negative integers such that aij = the number of arrows from vi to vj, i, j = 1, 2, …, n. EXAMPLE 2.57 Find the adjacency matrices for the graphs given below (Figure 2.144): v1 b v2 c a , d Definition 2.77. Let G be a directed graph. The outdegree of a vertex v of G is the number of edges beginning at v. It is denoted by outdeg(v). e3 v3 v4 (i) (ii) Figure 2.144 2.42 Engineering Mathematics-II Solution. The edges in the directed graph are (a, a), (b, b), (c, c), (d, d), (c, a), (c, b) and (d, b). Therefore the adjacency matrix A = (aij) is ⎡1 ⎢0 ⎢ ⎢1 ⎢ ⎣0 0 1 1 1 0⎤ 0⎥ ⎥. 0⎥ ⎥ 1⎦ 0 0 1 0 Figure 2.146 A directed graph which is not simple is called directed multi-graph. (iii) The edges in the graph in (ii) are (v2, v3), (v1, v1), (v1, v3), (v3, v1), (v3, v4), (v4, v3). Hence the adjacency matrix is ⎡1 ⎢0 ⎢ ⎢1 ⎢ ⎣0 0 0 0 0 0⎤ 0⎥ ⎥. 1⎥ ⎥ 0⎦ 1 1 0 1 Definition 2.83. A simple digraph is said to be strongly connected if for each pair of vertices v, w, there are path, from v to w and w to v. For example, the graphs show in Figure 2.147 are strongly connected. v w EXAMPLE 2.58 Find the directed graph represented by the adjacency matrix: ⎡0 ⎢0 ⎢ ⎢0 ⎢ ⎢1 ⎢⎣0 1 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0⎤ 0⎥ ⎥ 1⎥ . ⎥ 0⎥ 0 ⎥⎦ Figure 2.147 Solution. We observe that a12 = 1, a23 = 1, a34 = 1, a35 = 1, a41 = 1, a42 = 1. Hence the digraph is as shown in Figure 2.145. v1 v2 v4 v3 v5 Figure 2.145 Definition 2.82. In a directed graph, if there is no more than one directed edge in a particular direction between a pair of vertices, then it is called simple directed graph. For example, the graph shown in Figure 2.146 is a simple directed graph. Definition 2.84. Let G be a simple digraph with n vertices. Then a n × n matrix P = (pij) such that ⎧1 if there is a path from vi to v j pij = ⎨ ⎩0 otherwise is called path matrix or reachability matrix of G. The path matrix can be given in term of adjacency matrix: P = A ∨ A(2) ∨ A(3) ∨ … ∨ A(n) and A(2) = A 䉺 A, A(r) = A(r − 1) 䉺 A, where ∨ represents Boolean addition and 䉺 denotes the Boolean matrix multiplication. Warshall’s algorithm for finding path matrix from adjacency matrix We discuss this algorithm with the help of the following example. Graphs EXAMPLE 2.59 Find the adjacency matrix and the path matrix for the digraph shown in Figure 2.148. b c a d Figure 2.148 Solution. The adjacency matrix of this digraph is: ⎡0 ⎢1 A= ⎢ ⎢0 ⎢ ⎣0 1 0 0 0 0 1 0 0 0⎤ 0⎥ ⎥. 1⎥ ⎥ 0⎦ Then the path matrix P = (pij) is found as follows: We take ⎡0 ⎢1 P0 = ⎢ ⎢0 ⎢ ⎣0 1 0 0 0 0⎤ 0⎥ ⎥ = A itself. 1⎥ ⎥ 0⎦ 0 1 0 0 Now we find P1 by consulting column 1 and row 1. We note that P0 has 1 in location 2 of column 1 and location 2 of row 1. Thus the element p22 is replaced by 1 in P0. Thus we have ⎡0 ⎢1 P1 = ⎢ ⎢0 ⎢ ⎣0 1 1 0 0 0 1 0 0 0⎤ 0⎥ ⎥. 1⎥ ⎥ 0⎦ To find P2 we consult column 2 and row 2 of P1. We note that P1 has 1 in locations 1 and 2 of column 2 and locations 1, 2 and 3 of row 2. Thus, to obtain P2 we should put 1 in positions p11, p12, p13, p21, p22 and p23 of matrix P1. We thus have ⎡1 ⎢1 P2 = ⎢ ⎢0 ⎢ ⎣0 1 1 0 0 1 1 0 0 0⎤ 0⎥ ⎥. 1⎥ ⎥ 0⎦ 2.43 We now consult column 3 and row 3 of P2. The matrix P2 has 1 in locations 1 and 2 of column 3 and 1 in location 4 of row 3. Thus we shall obtain P3 by putting 1 in positions p14, p24. Thus ⎡1 ⎢1 P3 = ⎢ ⎢0 ⎢ ⎣0 1 1 0 0 1 1 0 0 1⎤ 1⎥ ⎥. 1⎥ ⎥ 0⎦ Finally, we consult column 4 and row 4 of P3. We have 1 in location 1, 2, 3 of column 4 and there is no 1 in row 4. Hence P4 = P3. Thus the path matrix is ⎡1 ⎢1 P = ( pij ) = ⎢ ⎢0 ⎢ ⎣0 1 1 1⎤ 1 1 1⎥ ⎥. 0 0 1⎥ ⎥ 0 0 0⎦ Remark 2.11. Given an adjacency matrix of a graph G, we first draw digraph of G and then apply definition of path matrix. We will obtain path matrix. Now, we state a result without proof. Theorem 2.21. Let A be the adjacency matrix of a graph G with n vertices and let Bn = A + A2 + A3 + … + An. Then the path matrix P and Bn have the same nonzero entries. Let G be a strongly connected directed graph. Then for any pair of vertices v and w in G, there is a path from v to w and from w to v. Accordingly, G is strongly connected if and only if the path matrix P of G has no zero entries. Thus, in view of the above theorem, we have: Theorem 2.22. Let A be adjacency matrix of a graph G with n vertices and let Bn = A + A2 + … + An. Then G is strongly connected if and only if Bn has no zero entries. EXAMPLE 2.60 A directed graph has the following adjacency matrix. Check whether it is strongly connected. ⎡0 1 1⎤ A(G ) = ⎢⎢1 0 1 ⎥⎥ . ⎣⎢1 1 0 ⎥⎦ 2.44 Engineering Mathematics-II Solution. To find the path matrix, we first consider column 1 and row 1 of ⎡0 1 1⎤ P0 = ⎢⎢1 0 1 ⎥⎥ = A (G ). ⎢⎣1 1 0 ⎥⎦ In column 1, the entry 1 is located at 2 and 3 positions and 1 is at locations 2 and 3 in row 1. Thus put 1 at p22, p23, p32, p33 and get Figure 2.149 Remark 2.12. In the above example, we also note that ⎡0 1 1⎤ P1 = ⎢⎢1 1 1⎥⎥ . ⎢⎣1 1 1⎥⎦ B3 = A + A2 + A3 ⎡ 0 1 1 ⎤ ⎡ 2 1 1 ⎤ ⎡ 2 3 3⎤ = ⎢⎢1 0 1 ⎥⎥ + ⎢⎢1 2 1 ⎥⎥ + ⎢⎢ 3 2 3⎥⎥ ⎢⎣1 1 0 ⎥⎦ ⎢⎣1 1 2⎥⎦ ⎢⎣ 3 3 2⎥⎦ ⎡4 5 5⎤ = ⎢⎢ 5 4 5 ⎥⎥ (all non-zero entries) ⎣⎢ 5 5 4 ⎦⎥ We note that 1 is located in column 2 of P1 at position 1, 2, 3, and 1 is located at position 1, 2, 3 of row 2. Thus put 1 at p11, p12, p13, p21, p22, p23, p31, p32, p33, and get ⎡1 1 1⎤ P2 = ⎢⎢1 1 1⎥⎥ . ⎢⎣1 1 1⎥⎦ showing that G is strongly connected. The next step will not change the position. Hence, ⎡1 1 1⎤ P = ⎢⎢1 1 1⎥⎥ (all non-zero entries). ⎢⎣1 1 1⎥⎦ Therefore, G is strongly connected. The graph of G is shown in Figure 2.149. (i) Trivial tree 2.12 TREES Definition 2.85. A graph is said to be a tree if it is a connected acyclic graph. A trivial tree is a graph that consists of a single vertex. An empty tree is a tree that does not have any vertices or edges. For example, the graphs shown in Figure 2.150 are all trees. (ii) Tree of 3 vertices (iv) Tree of 13 vertices (iii) Tree of 4 vertices (v) Tree of 8 vertices Figure 2.150 Graphs But the graphs shown in Figure 2.151 are not trees: Proof: Let T be a particular but arbitrary chosen tree having more than one vertex (Figure 2.153). e (i) Has a cycle and so is not a tree 2.45 v e′ v′ e′′ (ii) Has a cycle and so is not a tree T v′′ Figure 2.153 (iii) Disconnected graph and so is not a tree Figure 2.151 Definition 2.86. A collection of disjoint trees is called a forest. Thus a graph is a forest if and only if it is circuit free. Definition 2.87. A vertex of degree 1 in a tree is called a leaf or a terminal node or a terminal vertex. Definition 2.88. A vertex of degree greater than 1 in a tree is called a branch node or internal node or internal vertex. Consider the tree shown in Figure 2.152. b c f a e d g h i Figure 2.152 In this tree, the vertices b, c, d, f, g, i are leaves whereas the vertices a, e, h are branch nodes. 2.12.1 Characterization of Trees We have the following interesting characterization of trees: Lemma 2.1. A tree that has more than one vertex has at least one vertex of degree 1. 1. Choose a vertex v of T. Since T is connected and has at least two vertices, v is not isolated and there is an edge e incident on v. 2. If deg(v) > 1, there is an edge e′ ≠ e because there are, in such a case, at least two edges incident on v. Let v′ be the vertex at the other end of e′. This is possible because e′ is not a loop by the definition of a tree. 3. If deg(v′) > 1, then there are at least two edges incident on v′. Let e″ be the other edge different from e′ and v″ be the vertex at other end of e″. This is again possible because T is acyclic. 4. If deg(v″) > 1, repeat the above process. Since the number of vertices of a tree is finite and T is circuit free, the process must terminate and we shall arrive at a vertex of degree 1. Remark 2.13. In the proof of the Lemma 2.1, after finding a vertex of degree 1, if we return to v and move along a path outward from v starting with e, we shall reach to a vertex of degree 1 again. Thus it follows that “Any tree that has more than one vertex has at least two vertices of degree 1”. Lemma 2.2. There is a unique path between every two vertices in a tree. Proof: Suppose on the contrary that there are more than one path between any two vertices in a given tree T. Then T has a cycle which contradicts the definition of a tree because T is acyclic. Hence the lemma is proved. Lemma 2.3. The number of vertices is one more than the number of edges in a tree. Equivalently, we may state this lemma as 2.46 Engineering Mathematics-II “For any positive integer n, a tree with n vertices has n − 1 edges”. Proof: We shall prove the lemma by mathematical induction. Let T be a tree with one vertex. Then T has no edges, that is, T has 0 edge. But 0 = 1–1. Hence the lemma is true for n = 1. Suppose that the lemma is true for k > 1. We shall show that it is then true also for k + 1. Since the lemma is true for k, the tree has k vertices and k − 1 edges. Let T be a tree with k + 1 vertices. Since k is +ve, k + 1 ≥ 2 and so T has more than one vertex. Hence, by Lemma 2.1, T has a vertex v of degree 1. Also there is another vertex w and so there is an edge e connecting v and w. Define a subgraph T ′ of T so that V(T ′) = V(T) – {v}, E(T ′) = E(T) – {e}. Then number of vertices in T ′ = (k + 1) – 1 = k and since T is circuit free and T ′ has been obtained on removing one edge and one vertex, it follows that T ′ is acyclic. Also T ′ is connected. Hence T ′ is a tree having k vertices and therefore by induction hypothesis, the number of edges in T ′ is k − 1. But then Lemma 2.4. A graph in which there is a unique path between every pair of vertices is a tree (This lemma is converse of Lemma 2.2). Proof: Since there is a path between every pair of points, therefore the graph is connected. Since a path between every pair of points is unique, there does not exist any circuit because existence of circuit implies existence of distinct paths between pair of vertices. Thus the graph is connected and acyclic and so is a tree. Lemma 2.5. (Converse of Lemma 2.3) A connected graph G with e = v – 1 is a tree First Proof: The given graph is connected and e = v – 1. To prove that G is a tree, it is sufficient to show that G is acyclic. Suppose on the contrary that G has a cycle. Let m be the number of vertices in this cycle. Also, we know that number of edges in a cycle is equal to number of vertices in that cycle. Therefore number of edges in the present case is m. Since the graph is connected, every vertex of the graph which is not in cycle must be connected to the vertices in the cycle (see Figure 2.154). Number of edges in T = number of edges in T ′ + 1 = k – 1 + 1 = k. Thus the Lemma is true for tree having k + 1 vertices. Hence the lemma is true by mathematical induction. Corollary 2.4. Let C(G) denote the number of components of a graph. Then a forest G on n vertices has n − C(G) edges. Proof: Apply Lemma 2.3 to each component of the forest G. Corollary 2.5. Any graph G on n vertices has at least n – C(G) edges. Proof: If G has cycle-edges, remove them one at a time until the resulting graph G* is acyclic. Then G* has n – C(G*) edges by Corollary 2.4. Since we have removed only circuit, C(G*) = C(G). Thus G* has n – C(G) edges. Hence G has at least n – C(G) edges. Figure 2.154 Now each edge of the graph that is not in the cycle can connect only one vertex to the vertices in the cycle. There are v − m vertices that are not in the cycle. So the graph must contain at least v − m edges that are not in the cycle. Thus we have e ≥ v – m + m = v, which is a contradiction to our hypothesis. Hence there is no cycle and so the graph is a tree. Second Proof: We shall show that a connected graph with v vertices and v – 1 edges is a tree. It is sufficient to show that G is acyclic. Suppose on the contrary Graphs that G is not circuit free and has a nontrivial circuit C. If we remove one edge of C from the graph G, we obtain a graph G′ which is connected (see Figure 2.155). 2.47 Since e = e′ + e″ + …, v = v′ + v″ + …, we have e < v – 1, which contradicts our hypotheses. Hence G is connected. So G is connected and acyclic and is therefore a tree. EXAMPLE 2.61 Construct a graph that has six vertices and five edges but is not a tree. C G G′ Figure 2.155 If G′ still has a nontrivial circuit, we repeat the above process and remove one edge of that circuit obtaining a new connected graph. Continuing this process, we obtain a connected graph G* which is circuit free. Hence G* is a tree. Since no vertex has been removed, the tree G* has v vertices. Therefore, by Lemma 2.3, G* has v − 1 edges. But at least one edge of G has been removed to form G*. This means that G* has not more than v – 1 – 1 = v – 2 edges. Thus, we arrive at a contradiction. Hence our supposition is wrong and G has no cycle. Therefore G is connected and cycle free and so is a tree. Lemma 2.6. A graph G with e = v – 1, that has no circuit is a tree. Proof: It is sufficient to show that G is connected. Suppose G is not connected and let G′, G″, … be the connected components of G. Since each of G′, G″, … is connected and has no cycle, they all are tree. Therefore, by Lemma 2.3, e′ = v′ − 1, e″ = v″ − 1, ———— ————, where e′, e″, … are the number of edges and v′, v″, … are the number of vertices in G′, G″, …, respectively. We have, on adding e′ + e″ + … = (v′ − 1) + (v″ − 1) + … Solution. We have Number of vertices = 6 Number of edges = 5 So the condition e = v – 1 is satisfied. Therefore, to construct graph with six vertices and five edges that is not a tree, we should keep in mind that the graph should not be connected. The graph shown in Figure 2.156 has six vertices and five edges but is not connected. Hence it is not a tree. v4 v1 v2 v3 v5 v6 Figure 2.156 Definition 2.89. A directed graph is said to be a directed tree if it becomes a tree when the direction of edges are ignored. For example, the graph shown in Figure 2.157 is a directed tree. Figure 2.157 Definition 2.90. A directed tree is called a rooted tree if there is exactly one vertex whose incoming degree is 0 and the incoming degrees of all other vertices are 1. 2.48 Engineering Mathematics-II The vertex with incoming degree 0 is called the root of the rooted tree. A tree T with root v0 will be denoted by (T, v0). Definition 2.91. In a rooted tree, a vertex, whose outgoing degree is 0 is called a leaf or terminal node, whereas a vertex whose outgoing degree is non-zero is called a branch node or an internal node. Definition 2.92. Let u be a branch node in a rooted tree. Then a vertex v is said to be child (son or offspring) of u if there is an edge from u to v. In this case, u is called parent (father) of v. Definition 2.97. Let u be a branch node in the tree T = (V, E). Then the subgraph T ′ = (V ′, E ′) of T such that the vertices set V ′ contains u and all of its descendents and E′ contains all the edges in all directed paths emerging from u is called a subtree with u as the root. Definition 2.98. Let u be a branch node. By a subtree of u, we mean a subtree that has child of u as root. In the above example, we note that the Figure 2.159 is a subtree of T, u Definition 2.93. Two vertices in a rooted tree are said to be siblings (brothers) if they are both children of same parent. Definition 2.94. A vertex v is said to be a descendent of a vertex u if there is a unique directed path from u to v. In this case, u is called the ancestor of v. Definition 2.95. The level (or path length) of a vertex u in a rooted tree is the number of edges along the unique path between u and the root. w s t Figure 2.159 whereas the Figure 2.160 is a subtree of the branch node u. w Definition 2.96. The height of a rooted tree is the maximum level to any vertex of the tree. As an example of these terms, consider the rooted tree shown in Figure 2.158: Root ………..………....…… Level 0 , v s t Figure 2.160 EXAMPLE 2.62 Let V = {v1, v2, v3, v4, v5, v6, v7, v8} x …………… u ………………...…… Level 1 and let E = {(v2, v1), (v2, v3), (v4, v2), (v4, v5), (v4, v6), (v6, v7), (v5, v8)}. y …………. z… v…………. w ………..…… Level 2 Show that (V, E) is rooted tree. Identify the root of this tree. t ………… s ……… Level 3 Figure 2.158 Here y is a child of x; x is the parent of y and z. Thus y and z are siblings. The descendents of u are v, w, t and s. Levels of vertices are shown in the figure. The height of this rooted tree is 3. Solution. We note that Incoming degree of v1 = 1, Incoming degree of v2 = 1, Incoming degree of v3 = 1, Incoming degree of v4 = 0, Incoming degree of v5 = 1, Incoming degree of v6 = 1, Graphs Incoming degree of v7 = 1, Incoming degree of v8 = 1. Since incoming degree of the vertex v4 is 0, it follows that v4 is root. Further, Outgoing degree of v1 = 0, Outgoing degree of v3 = 0, Outgoing degree of v7 = 0, Outgoing degree of v8 = 0. Therefore, v1, v3, v7, v8 are leaves. Also, Outgoing degree of v2 = 2, Outgoing degree of v4 = 3, Outgoing degree of v5 = 1, Outgoing degree of v6 = 1. Now the root v4 is connected to v2, v5 and v6. So, we have the following diagram: v4 (Root) v5 v2 (i) Since v1 is not mother of itself, (v1, v1) ∉T. (ii) If (v1, v2) ∈ T, then v1 is mother of v2. But then v2 cannot be mother of v1. Hence (u1, v2) ∈ T does not imply (v2, v1) ∈ T. (iii) If (v1, v2) ∈ T, (v2, v3) ∈ T, then v1 is mother of v2 v2 v1 and v2 is mother of v3. This does not imply that v1 is mother of v3, i.e., (v1, v3) ∉ T. Thus T is irreflexive, asymmetric and is not transitive. Hence T is not an equivalence relation. Consider the rooted trees T and T ′ shown in the Figure 2.162, where T is family tree of a man who has two sons, with the elder son having no child and younger having three children. v6 v4 (Root) v8 2.49 Solution. The graph of T is cycle free, because descendents cannot be parents of their parents. The graph is also connected. Hence T is rooted tree. We further note that Now v2 is connected to v1 and v3, v5 is connected to v8, v6 is connected to v7. Thus, we have the graph shown in Figure 2.161. v5 v6 v3 v7 Figure 2.161 We thus have a connected acyclic graph and so (V, E) is a rooted tree with root v4. EXAMPLE 2.63 Let F be the set of all female descendent of a lady v0. We define a relation T on F as follows: if v1, v2, ∈ F, then v1 T v2 if v1 is mother of v2. Show that the relation T on F is a rooted tree with root v0. Is this relation an equivalence relation? T′ T Figure 2.162 Although T ′(as a graph) is isomorphic to T, it could be the family tree of another man whose elder son has three children and whose younger son has no child. The above discussion motivates the following definitions: Definition 2.99. A rooted tree in which the edges incident from each branch node are labelled with integers 1, 2, 3, … is called an ordered tree. 2.13 ISOMORPHISM OF TREES Definition 2.100. Two ordered trees are said to be isomorphic if (i) there exists a one-to-one correspondence between their vertices and edges and that preserves the incident relation (ii) labels of the corresponding edges match. In view of this definition, the ordered trees shown in Figure 2.163 are not isomorphic. 2.50 Engineering Mathematics-II 2 1 1 2 1 3 2 Solution. Let f be a function defined by 2 1 f (z) = v, 3 f (s) = u, Figure 2.163 EXAMPLE 2.64 Show that the tree T1 and T2 shown in the diagram below are isomorphic. 1 c a Then f is an one-one, onto mapping which preserves adjacency. Hence, T1 and T2 are isomorphic. Remark 2.14. There are three non-isomorphic trees (Figure 2.166) with five vertices: 3 d a 4 T1 T2 x b 5 l u In the tree T2, deg(3) = 4. Further, deg(a) = deg(1) = 1, deg(c) = deg(2), deg(d) = deg(4) = deg(e) = 1 = deg(5) and deg(b) = deg(3) = 4. Thus we may define a function f from the vertices of T1 to the vertices of T2 by f (d) = 4, f (e) = 5. This is a one-to-one and onto function. Also, adjacency relation is preserved because if vi and vj are adjacent vertices in T1, then f (vi) and f (vj) are adjacent vertices in T2. Hence T1 is isomorphic to T2. EXAMPLE 2.65 Show that the tree T1 and T2, shown in the Figure 2.165 are isomorphic y z s u v l T2 T1 Figure 2.165 t r v Definition 2.101. Let T1 and T2 be rooted trees with roots r1 and r2, respectively. Then T1 and T2 are isomorphic if there exists a one-one, onto function f from the vertex set of T1 to the vertex set of T2 such that (i) Vertices vi and vj are adjacent in T1 if and only if the vertices f (vi) and f (vj) are adjacent in T2, (ii) f (r1) = r2. The function f is then called an isomorphism. EXAMPLE 2.66 Show that the trees T1 and T2 shown in Figure 2.167 are isomorphic. w1 v1 w v2 t s Figure 2.166 deg(b) = 4. x z w Solution. We observe that in the tree T1, f (c) = 2, y e Figure 2.164 f (b) = 3, f (t) = l. c e f (a) = 1, f (x) = m, 2 d b f (y) = w, v5 m v3 v6 v4 v7 w2 w3 w5 w6 w8 v8 Figure 2.167 w4 w7 Graphs 2.51 Solution. We observe that T1 and T2 are rooted trees. Define f: (vertex set of T1) → (vertex set of T2) by f (v1) = w1, f (v2) = w3, f (v3) = w4 f (v4) = w2, f (v5) = w6, f (v6) = w7 f (v7) = w5, f (v8) = w8. Then f is one-to-one and adjacency relation is preserved. Hence f is an isomorphism and so the rooted trees T1 and T2 are isomorphic Figure 2.169 whereas the tree shown in Figure 2.170 is a fully binary tree. EXAMPLE 2.67 Show that the rooted trees shown in Figure 2.168 are not isomorphic: a 1 Figure 2.170 c b e f g d h 2 3 5 7 6 T1 4 T2 Figure 2.168 Solution. We observe that the degree of root in T1 is 3, whereas the degree of root in T2 is 4. Hence T1 is not isomorphic to T2. Definition 2.102. An ordered tree in which every branch node has at most n offspring is called a nary tree (or n-tree). Definition 2.103. An n-ary tree is said to be fully n-ary tree (complete n-ary tree or regular n-ary tree) if every branch node has exactly n offspring. Definition 2.106. Let T1 and T2 be binary trees with roots r1 and r2, respectively. Then T1 and T2 are isomorphic if there is a one-one, onto function f from the vertex set of T1 to the vertex set of T2 satisfying (i) Vertices vi and vj are adjacent in T1 if and only if the vertices f (vi) and f (vj) are adjacent in T2 (ii) f (r1) = r2 (iii) v is a left child of w in T1 if and only if f (v) is a left child of f (w) in T2 (iv) v is a right child of w in T1 if and only if f (v) is a right child of f (w) in T2 The function f is then called an isomorphism between binary trees T1 and T2. EXAMPLE 2.68 Show that the trees given in Figure 2.171 are isomorphic. v1 Definition 2.104. An ordered tree in which every branch node has at most two offspring is called a binary tree (or 2-tree). v2 v3 Definition 2.105. A binary tree in which every branch node (internal vertex) has exactly two offspring is called a fully binary tree. For example, the tree given in Figure 2.169 is a binary tree, w1 and w2 w3 v4 w4 Figure 2.171 Solution. Define f by f (vi) = wi, i = 1, 2, 3, 4. Then f satisfies all the properties for isomorphism. Hence T1 and T2 are isomorphic. 2.52 Engineering Mathematics-II EXAMPLE 2.69 Show that the trees given in Figure 2.172 are not isomorphic. Root v s w1 v1 v2 w w2 , v3 w3 Figure 2.173 v4 w5 v5 T1 w4 are, respectively the trees shown in Figure 2.174. T2 Figure 2.172 s w Solution. Since the root v1 in T1 has a left child but the root w1 in T2 has no left child, the binary trees are not isomorphic. and (Left subtree of v) Definition 2.107. Let v be a branch node of a binary tree T. The left subtree of v is the binary tree whose root is the left child of v, whose vertices consists of the left child of v and all its descendents and whose edges consists of all those edges of T that connects the vertices of the left subtree together. The right subtree can be defined analogously. For example, the left subtree and the right subtree of v in the tree (Figure 2.173) + Figure 2.174 2.14 REPRESENTATION OF ALGEBRAIC EXPRESSIONS BY BINARY TREES Binary trees are used in computer science to represent algebraic expressions involving parentheses. For example, the binary trees (Figure 2.175) represent the expressions, a + b, a/b and b * (c * d), respectively. / * , a b (Right subtree of v) and a b b * c d Figure 2.175 Thus, the central operator acts as root of the tree. EXAMPLE 2.70 Draw a binary tree to represent (i) (2 – (3 × x)) + ((x – 3) – (2 + x)) (ii) ab – (c/(d + e)). Solution (i) In this expression + is the central operator. Therefore the root of tree is + . The binary tree is shown in Figure 2.176. Graphs 2.53 We note that there shall be three rounds to declare the champion. Let + − i = Number of games played = number of internal vertices p = Number of leaves = number of players. − 2 × + − Then, we see that x 3 x 3 i = p – 1 = 7. x 2 In general, for complete n-ary tree, we will have Figure 2.176 (ii) Here the central operator is −. Therefore it is the root of the tree. We have the following binary tree (Figure 2.177) to represent this expression: − c b To derive this formula we first prove the following result: Theorem 2.23. If T is a full binary tree with i internal vertices, then T has i + 1 terminal vertices (leaves) and 2i + 1 total vertices. / a (n – 1) i = p – 1. + e d Figure 2.177 EXAMPLE 2.71 Consider a single elimination tournament with eight players in a wrestling game. How many rounds will be there to declare the champion and how many games are to be played? Solution. In this example, the leaves of the tree shown in Figure 2.178 will represent player, the branch nodes will represent winners in the first round and the second round. Then the tree showing the tournament shall be as given below: The graph of single elimination tournament is a full binary tree. The champion shall be at the root. Proof: The vertices of T consist of the vertices that are children (of some parent) and the vertices that are not children (of any parent). There is a non-child (the root). Since there are i internal vertices, each having two children, there are 2i children. Thus the total number of vertices of T is 2i + 1 and the number of terminal vertices is (2i + 1) – i = i + 1. This completes the Proof. In the context of above example, we have Number of leaves = p = i + 1 ⇒ i = p – 1. Remark 2.15. In case of full n-ary tree, if i denotes the number of branch nodes, then total number of vertices of T is ni + 1 and the number of terminal vertices is ni + 1 – i = i(n − 1) + 1. If p is the number of terminal vertices, then p = i(n – 1) + 1, Champion which yields (n – 1) i = p – 1. ….... Second round winners …….. ………….. 1 2 3 First round winners 4 5 Figure 2.178 ……….….. 6 7 8 EXAMPLE 2.72 Find the minimum number of extension cords, each having four outlets, required to connect 22 bulbs to a single electric outlet. Solution. Clearly, the graph of the problem is a regular quaternary tree with 22 leaves. 2.54 Engineering Mathematics-II Let i denote the internal vertices and p denote the number of leaves, then using the expression (n – 1)i = p – 1, we have (a) Suppose that the root of T has only one child (Figure 2.180). Root 21 (4 − 1) i = 22 − 1 or i = = 7. 3 Thus seven extension cords, as shown in Figure 2.179, are required. Figure 2.180 14 13 1 2 3 4 15 16 5 6 7 17 8 9 18 10 11 19 20 12 21 22 Eliminating the root and the edge incident on the root, we get a tree T ′ of height h – 1 in which number of leaves is same as in T. Using induction hypothesis on T ′, we get p ≤ 2h − 1. Since 2h −1 < 2h, we have p ≤ 2h and the inequality holds in this case. (b) Suppose the root of T has offspring’s v and w (Figure 2.181). Figure 2.179 Root EXAMPLE 2.73 A computing machine has been given instruction which computes the sum of three numbers. How many times the addition instruction will be executed to perform the sum of 11 numbers? Solution. In this problem, we will have a regular ternary tree with 11 leaves. Thus n = 3, p = 11 and so the relation (n – 1)i = p – 1 yields i= p − 1 10 = = 5. n −1 2 Theorem 2.24. If a binary tree of height h has p leaves, then log2 p ≤ h or p ≤ 2h. Proof: It is sufficient to prove that p ≤ 2h, (1) because then taking logarithm to the base 2 of both sides, we will get log2 p ≤ h. We shall prove the inequality (1) by induction on h. If h = 0, then the binary tree consists of a single vertex and p = 1 and so (1) is satisfied. Now suppose that (1) holds for a binary tree whose height is less than h. We shall prove that it holds for a tree of height h. So let T be a tree with height h > 0 with p leaves. We consider the following two cases: v w Figure 2.181 Let T1 be the subtree rooted at v whose height is h1 and has p1 leaves. Similarly, let T2 be the subtree rooted at w whose height is h2 and has p2 leaves. Using mathematical induction, to these trees, we h h have p1 ≤ 2 1 and p2 ≤ 2 2 . But the leaves of T consist of the leaves of T1 and T2. Hence, p = p1 + p2 ≤ 2h1 + 2h2 ≤ 2h − 1 + 2h − 1 = 2h − 1 (1 + 1) = 2h. Hence, by mathematical induction, the result holds. It can be proved on the same lines that an n-ary tree of height h has atmost nh leaves. EXAMPLE 2.74 Find the number of terminal vertices in a regular binary tree of height 4. Solution. Let p be the number of terminal vertices. We are given that height (h) of the tree is 4. So, we must have p ≤ 24 = 16. Since the tree is regular, we have p = 16. Graphs Root 2.55 EXAMPLE 2.77 How many binary trees are possible on three vertices? Solution. We know that the number of different trees on n vertices is given by bn = (A regular binary tree of height 4 with 16 leaves) So we have Figure 2.182 EXAMPLE 2.75 Does there exist a full binary tree with 12 internal vertices and 15 leaves? bn = Solution. No, since p ≤ 2h = 26 = 64. We now state some results without proof on n-ary tree. Theorem 2.25. The number bn of different binary trees on n vertices is given by bn = 1 ⎛ 2n⎞ . n + 1 ⎜⎝ n ⎟⎠ Theorem 2.26. A regular n-ary tree of height h has at least n + (n − 1) (h − 1) leaves. 1 ⎛ 6⎞ 1 ⎛ 6 × 5 × 4 × 3 × 2 × 1⎞ = ⎜ ⎟ = 5 trees 3 + 1 ⎜⎝ 3⎟⎠ 4 ⎝ 3 × 2 × 1 × 3 × 2 × 1 ⎠ and those are shown in Figure 2.183. Solution. We know that if i is the number of branch nodes in a full binary tree, then the number of leaves is i + 1. Therefore for a tree with 12 branch nodes, the number of leaves should be 13 and not 15. Hence such tree does not exist. EXAMPLE 2.76 Is there a binary tree with height 6 and 65 leaves? 1 ⎛ 2n⎞ . n + 1 ⎜⎝ n ⎟⎠ , , , , Figure 2.183 2.15 SPANNING TREE OF A GRAPH Definition 2.108. Let G be a graph, then a subgraph of G which is a tree is called tree of the graph. Definition 2.109. A spanning tree for a graph G is a subgraph of G that contains every vertex of G and is a tree. Thus, “A spanning tree for a graph G is a spanning subgraph of G which is a tree”. EXAMPLE 2.78 Determine a tree and a spanning tree for the connected graph given below (Figure 2.184): Theorem 2.27. If in a rooted regular n-ary tree, I = Sum of the path length of all branch nodes E = Sum of the path length of all leaves i = Number of branch nodes then E = (n – 1)I + n i Thus, in particular, for a full binary tree, E = I + 2i. G Figure 2.184 Solution. The given graph G contains circuits and we know that removal of the circuits gives a tree. So, we note that the Figure 2.185 is a tree. 2.56 Engineering Mathematics-II Definition 2.111. A chord (or a link) of a tree is an edge of the graph that is not in the tree. It follows from the above remark that the number of chords in a tree is equal to m – n + 1, where n is the number of vertices and m is the number of edges in the graph related to the tree. Figure 2.185 And the Figure 2.186 is a spanning tree of the graph G. EXAMPLE 2.80 Consider the graph discussed in the above example. We note that the edge (v2, v3) is a branch of the tree T1, whereas (v1, v3) is a chord of the tree T1. Figure 2.186 EXAMPLE 2.79 Find all spanning trees for the graph G shown below (Figure 2.187). v2 v3 v1 v6 v4 v5 Figure 2.187 Solution. The given graph G has a circuit v1 v2 v3 v1. We know that removal of any edge of the circuit gives a tree. So the spanning trees of G are shown in Figure 2.188. v2 v3 v2 v6 v3 v6 , v1 v4 , v1 v5 v4 T1 v5 T2 v2 v1 v3 v4 Definition 2.112. The set of the chords of a tree is called the complement of the tree. v6 v5 Figure 2.188 Remark 2.16. We know that a tree with n vertices has exactly n – 1 edges. Therefore if G is a connected graph with n vertices and m edges, a spanning tree of G must have n – 1 edges. Hence the number of edges that must be removed before a spanning tree is obtained must be m – (n – 1) = m – n + 1. For illustration, in EXAMPLE 2.79, n = 6, m = 6, so, we had to remove one edge to obtain a spanning tree. Definition 2.110. A branch of a tree is an edge of the graph that is in the tree. Theorem 2.28. A graph G has a spanning tree if and only if G is connected. Proof: Suppose first that a graph G has a spanning tree T. If v and w are vertices of G, then they are also vertices in T and since T is a tree there is a path from v to w in T. This path is also a path in G. Thus every two vertices are connected in G. Hence G is connected. Conversely, suppose that G is connected. If G is acyclic, then G is its own spanning tree and we are done. So suppose that G contains a cycle C1. If we remove an edge from the cycle, the subgraph of G so obtained is also connected. If it is acyclic, then it is a spanning tree and we are done. If not, it has at least one circuit, say C2. Removing one edge from C2, we get a subgraph of G which is connected. Continuing in this way, we obtain a connected circuit free subgraph T of G. Since T contains all vertices of G, it is a spanning tree of G. Theorem 2.29. (Cayley’s Formula). The number of spanning trees of the complete graph Kn, n ≥ 2 is nn − 2. (Proof of this formula is out of scope of this book) EXAMPLE 2.81 Find all the spanning trees of K4 (Figure 2.189). Solution. According to Cayley’s formula, K4 has 44 − 2 = 42 = 16 different spanning trees. v4 v1 v3 K4 Figure 2.189 v2 Graphs Here n = 4, so the number of edges in any tree should be n – 1 = 4 – 1 = 3. But here number of edges is equal to 6. So to get a tree, we have to remove three edges of K4. The 16 spanning trees so obtained are shown in Figure 2.190. 2.57 We now discuss algorithm due to E · W. Dijkstra which efficiently solves the shortest path problem. The idea is to grow a Disjkstra tree, starting at the vertex s, by adding, at each iteration, a frontier edge, whose non-tree endpoint is as close as possible to s. The algorithm involves assigning labels to vertices. For each tree vertex x, let dist [x] denote the distance from vertex s to x and for each edge e in the given weighted graph G, let w(e) be its edgeweight. After each iteration, the vertices in the Dijkstra tree (the labelled vertices) are those to which the shortest paths from s have been found. Priority of the Frontier Edges: Let e be a frontier edge and let its P value be given by v4 v3 v4 v3 v1 v2 v1 v2 v4 v3 v4 v3 v1 v2 v1 v2 v4 v3 v4 v3 v1 v2 v1 v2 v4 v3 v4 v3 v1 v2 v1 v2 v4 v3 v4 v3 v1 v2 v1 v2 v4 v3 v4 v3 We are now in a position to describe Dijkstra’s shortest path algorithm. v1 v2 v1 v2 2.16.1 Dijkstra’s Shortest Path Algorithm v4 v3 v4 v3 v1 v2 v1 v2 v4 v3 v4 v3 v1 v2 v1 v2 Input: A connected weighted graph G with nonnegative edge-weights and a vertex s of G. Output: A spanning tree T of G, rooted at the vertex s, whose path from s to each vertex v is a shortest path from s to v in G and a vertex labelling giving the distance from s to each vertex. Initialize the Dijkstra tree T as vertex s. Initialize the set of frontier edges for the tree T as empty. P(e) = dist [x] + w(e), Figure 2.190 2.16 SHORTEST PATH PROBLEM Let s and t be two vertices of a connected weighted graph G. Shortest path problem is to find a path from s to t whose total edge weight is minimum. where x is the labelled endpoint of e and w(e) is the edge-weight of e. Then, (i) The edge with the smallest P value is given the highest priority. (ii) The P value of this highest priority edge e gives the distant from the vertex s to the unlabelled endpoint of e. dist: [s] = 0. Write label 0 on vertex s. While Dijkstra tree T does not yet span G. For each frontier edge e for T, 2.58 Engineering Mathematics-II Let x be the labelled endpoint of edge e. Let y be the unlabelled endpoint of edge e. Set P(e) = dist [x] + w(e) Let e be a frontier edge for T that has small est P value Let x be the labelled endpoint of edge e Let y be the unlabelled endpoint of edge e Add edge e (and vertex y) to tree T s 13 v 16 w 6 y 14 5 x If t is the labelled endpoint of edge e, then P values are given by P(e) = dist [t] + w(e), Return Dijkstra tree T and its vertex labels. EXAMPLE 2.82 Apply Dijkstra algorithm to find shortest path from s to each other vertex in the graph given in Figure 2.191. where dist [t] = distance from s to t and w(e) is the edge weight of edge e. For each vertex v, dist [v] appears in the parenthesis. Iteration tree at the end of each iteration is drawn in dark line. Iteration 2 Iteration 1 s(0) s(0) 8 10 13 v z(8) 8 10 z(8) 11 11 w 17 7 Figure 2.191 Write label dist [y] on vertex y. 13 z 11 dist [y]: P(e) v 8 10 16 6 17 7 w(13) 16 6 y 14 y 14 5 7 17 5 x x dist [s] = 0 P(sw) = 13 (minimum) dist [z] = 8 P(zy) = 8 + 7 = 15 dist [s] = 0 P(zy) = 8 + 7 =15 (minimum) P(sy) = 16 dist [z] = 8 P(zx) = 8 + 17 = 25 P(zv) = 8 + 10 = 18 dist [w] = 13 P(zv) = 8 + 10 = 18 P(zw) = 8 + 11 = 19 P(sy) = 16 P(zx) = 8 + 17 = 25 P(wx) = 13 + 14 = 27 Iteration 3 Iteration 4 s(0) s(0) v 13 8 10 z(8) 13 8 10 z(8) 11 11 16 w(13) v(18) 6 17 14 16 w(13) 6 y(15) 5 x 7 17 14 y(15) 5 x 7 Graphs dist [s] = 0 P(zv) = 18 (minimum) Dist [s] = 0 P(yx) = 20 (minimum) dist [z] = 8 P(zx) = 8 + 17 = 25 Dist [z] = 8 P(zx) = 8 + 17 = 25 dist [w]= 13 P(wx) = 13 + 14 = 27 Dist [w] = 13 P(vx) = 18 + 6 = 24 dist [y] = 15 P(yx) = 15 + 5 = 20 Dist [y] = 15 P(wx) = 13 + 14 = 27 2.59 Dist [v] = 18 s(0) Iteration 5 s(0) v(18) z(8) 8 13 10 z(8) 11 w(13) 6 17 14 w(13) 7 16 y(15) y(15) x(20) 5 Figure 2.192 x(20) EXAMPLE 2.83 Apply Dijkstra algorithm to find the shortest path from s to t in the graph given below (Figure 2.193). dist [s] = 0 dist [z] = 8 dist [w] =13 dist [y] =15 dist [v] =18 dist [x] = 20, a b 9 28 18 s 6 t 10 14 36 15 c d 7 Figure 2.193 which are the required shortest paths from s to any other point. The Dijkstra tree is shown in dark lines in Figure 2.192. Solution. Let x be the labelled endpoint of the edge e, then P values are given by P(e) = dist [x] + w(e), where dist [x] denotes the distance of x from s and w(e) is the edge weight of e. For each vertex v, dist [v] appears in the bracket. Iteration tree at the end of each iteration is shown by dark lines: Iteration 1 a 9 Iteration 4 28 18 s(0) a(18) b 6 14 36 15 c(15) 7 d b(27) 18 t 10 9 s(0) 28 6 14 t 10 36 15 c(15) 7 d(22) 2.60 Engineering Mathematics-II dist [s] = 0 P(s a) = 18 (minimum) dist [s] = 0 P(d t) = 22 + 36 = 58 dist [c] = 15 P(c a) = 15 + 6 = 21 dist [c] = 15 P(b t) = 27 + 28 = 55 P(c b) = 15 + 14 = 29 (minimum) P(c d) = 15 + 7 = 22 dist [a] = 18 P(c t) = ∞ dist [d] = 22 dist [b] = 27 Iteration 5 Iteration 2 a(18) b 9 a(18) 18 s(0) 28 6 c(15) dist [s] = 0 a(18) 9 b 28 6 14 t 10 t(55) 10 14 36 15 c(15) Iteration 3 18 28 6 d 7 P(a b) = 18 + 9 = 27 P(c b) = 15 + 14 = 29 P(c d) = 15 + 7 = 22 (minimum) P(c t) = ∞ P(a t) = ∞ dist [c] = 15 dist [a] = 18 s(0) s(0) 36 15 b(27) 18 t 10 14 9 7 d(22) dist [s] = 0 dist [c] = 15 dist [a] = 18 dist [s] = 0 dist [c] = 15 dist [a] = 18 dist [d] =22 dist [b] = 27 dist [t] =55 36 15 c(15) 7 d(22) dist [s] = 0 P(c b) = 15 + 14 = 29 dist [c] = 15 P(a b) = 18 + 9 = 27 (minimum) dist [a] = 18 P(d b) = 22 + 10 = 32 dist [d] = 22 P(d t) = 22 + 36 = 58 a(18) Hence, the length of the shortest path (s, a, b, t) from s to t is 55 and the Dijkstra’s tree is shown in Figure 2.194. b(27) t(55) s(0) c(15) d(22) Figure 2.194 Graphs EXAMPLE 2.84 Find a shortest path from s to t and its length for the graph given below: a 2 2 1 s 2 1 c P(c) = dist [x] + w(e), where dist [x] denotes the distance from s to x and w(e) is the weight of the edge e. For each vertex v, dist [v] appears in the bracket. Iteration tree at the end of each iteration is shown in dark lines. t 1 d Figure 2.195 Iteration 1 a Iteration 2 b 3 a(2) 2 2 t c(1) dist [s] = 0 dist [c] = 1 1 Iteration 3 3 dist [s] =0 dist [c] = 1 dist [a] = 2 Iteration 4 a(2) 1 3 b 2 t 2 1 s(0) 2 1 1 d P(a b) = 2 + 3 = 5 P(c d) = 1 + 1 = 2 (minimum) P(d t) = ∞ P(b t) = ∞ P(a d) = 3 b 2 c(1) 1 c(1) 2 s(0) t 2 1 d P(c d) = 2 P(s a) = 2 (minimum) P(s b) = ∞ P(s t) = ∞ P(d t) = ∞ P(b t) = ∞ a(2) 2 1 s(0) 2 1 b 3 2 1 s(0) t(4) 2 1 c(1) d(2) 1 d(2) dist [s] = 0 P(d t) = 2 (minimum) dist [s] =0 P(a b) = 5 (minimum) dist [c] = 1 P(a b) = 5 dist [c] = 1 P(b t) = ∞ dist [a] = 2 P(b t) = ∞ dist [a] = 2 dist [d] = 2 2.61 Solution. Let x be the labelled endpoint of edge e, then P values are given by b 3 dist [d] = 2 dist [t] =4 2.62 Engineering Mathematics-II dist [s] = 0 Iteration 5 dist [c] = 1 a(2) dist [a] = 2 2 1 s(0) dist [t] = 4 t(4) 2 1 c(1) dist [b] = 5 b(5) t(4) s(0) 1 d(2) Output: vk, vk − 1, …, v1, 0. Else increase i by 1. Go to Step 3. End Moore. Thus, the Dijkstra tree is c(1) b(5) 2 dist [d] = 2 a(2) 3 d(2) Figure 2.196 Remark 2.17. There could be several shortest paths from s to t. EXAMPLE 2.85 Use BFS algorithm to find shortest path from s to t in the connected graph G given in Figure 2.197. Thus the shortest path is scdt and its length is 4. b(2) 2.16.2 Shortest Path if All Edges Have Length 1 If all edges in a connected graph G have length 1, then a shortest path v1 → vk is the path that has the smallest number of edges among all paths v1 → vk in the given graph G. Moore’s Breadth First Search Algorithm This method of finding shortest path in a connected graph G from a vertex s to a vertex t is used when all edges have length 1. Input: Connected graph G = (V, E), in which one vertex is denoted by s and one by t and each edge (vi, vj) has length 1. Initially all vertices are unlabelled. Output: A shortest path s → t in G = (V, E). 1. Label s with 0. 2. Set vi = 0. 3. Find all unlabelled vertices adjacent to a vertex labelled vi. 4. Label the vertices just found with vi + 1. 5. If vertex t is labelled, then “back tracking” gives the shortest path. If k is label of t(i.e., t = vk), then c(3) a(1) s(0) t(3) d(2) e(2) f (1) Figure 2.197 Solution. Label s with 0 and then label the adjacent vertices with 1. Thus two vertices have been labelled by 1. Now label the adjacent vertices of all vertices labelled by 1 with label 2. Thus three vertices have been labelled with 2. Label the vertices adjacent to these vertices (labelled by 2) with 3. Thus two vertices have been labelled with 3. We have reached t. Now backtracking yields the following three shortest paths: (i) t(3), e(2), f (1), s(0), that is, s f e t, (ii) t(3), b(2), a(1), s(0), that is s a b t, (iii) t(3), e(2), a(1), s(0), that is, s a e t. Graphs Thus there are three possible shortest paths of length 3. EXAMPLE 2.86 Find a shortest path s → t in the graph given in Figure 2.198 (using Moore’s BFS algorithm). t(5) a(1) h(4) g(3) s(0) i(5) c(3) d(2) Figure 2.198 Solution. Label s with 0 and then label the adjacent vertices with 1. Thus two vertices have been marked as 1. Label the adjacent vertices of al vertices labelled as 1 with 2. Thus two vertices have been marked as 2. Now label the adjacent vertices of all vertices labelled as 2 with 3. Thus two vertices have been marked as 3. Label the adjacent vertices of all vertices labelled as 3 with 4. Thus three vertices have been marked as 4. Now there is only one vertex t to be labelled. Label it with 5. We have reached at t. Now backtracking gives the following shortest paths: or or or sabght sebcit sabcit Prim Algorithm Prim algorithm builds a minimal spanning tree T by expanding outward in connected links from some vertex. In this algorithm, one edge and one vertex are added at each step. The edge added is the one of least weight that connects the vertices already in T with those not in T. Input: A connected weighted graph G with n vertices. Output: The set of edges E in a minimal spanning tree. 1. Choose a vertex v1 of G. Let V = {v1} and E = { }. 2. Choose a nearest neighbour vi of V that is adjacent to vj, vj ∈ V and for which the edge (vi, vj) does not form a cycle with members of E. Add vi to V and add (vi, vj) to E. 3. Repeat Step 2 till number of edges in T is n – 1. Then V contains all n vertices of G and E contains the edges of a minimal spanning tree for G. Definition 2.114. A greedy algorithm is an algorithm that optimizes the choice at each iteration without regard to previous choices. For example, Prim algorithm is a greedy algorithm. EXAMPLE 2.87 Find a minimal spanning tree for the graph shown in Figure 2.199. with length 5, of length 5, of length 5. Thus, there are three possible shortest paths of length 5. 2.17 2.63 f(4) e(1) thgbas ticdes ticbas 2.17.1 MINIMAL SPANNING TREE Definition 2.113. Let G be a weighted graph. A spanning tree of G with minimum weight is called minimal spanning tree of G. We discuss two algorithms to find a minimal spanning tree for a weighted graph G. a 4 2 b 11 7 8 c d 6 1 f 9 e Figure 2.199 Solution. We shall use Prim algorithm to find the required minimal spanning tree. We note that 2.64 Engineering Mathematics-II number of vertices in this connected weighted graph is 6. Therefore the tree will have five edges. We start with any vertex, say c. The nearest neighbour of c is f and (c, f ) does not form a cycle. Therefore (c, f ) is the first edge selected. Now we consider the set of vertices V = {c, f }. The vertex a is nearest neighbour to V = {c, f } and the edge (c, a) does not form a cycle with the member of set of edges selected so far. Thus, E = {(c, f ), (c, a)} and V = {c, f, a}. The vertex b is now nearest neighbour to V = {c, f, a} and the edge (a, b) do not form a cycle with the member of E = {(c, f ), (c, a)}. Thus, E = {(c, f ), (c, a), (a, b)} and V = {c, f, a, b}. Now the edge (b, c) cannot be selected because it forms a cycle with the members of E. We note that d is the nearest point to V = {c, f, a, b} and (c, d) is the edge which does not form a cycle with members of E = {(c, f ), (c, a), (a, b)}. Thus we get E = {(c, f ), (c, a), (a, b)}, (c, d)}, V = {c, f, a, b, d}. The nearest vertex to V is now e and (d, e) is the corresponding edge. Thus, E = {(c, f ), (c, a), (a, b), (c, d), (d, e)}, V = {c, f, a, b, d, e} Since number of edges in the Prim tree is 5, the process is complete. The minimal spanning tree is shown in Figure 2.200: a 4 2 b 8 c d 6 1 f e Figure 2.200 The length of the tree is 1 + 4 + 2 + 8 + 6 = 21 EXAMPLE 2.88 Build the lowest-cost road system that will connect the cities in the graph given in Figure 2.201. B 2 H 3 3 A D 6 2 2 5 C 5 4 6 3 E 4 F G Figure 2.201 Solution. We shall use Prim algorithm to build this system. Here the number of vertices (Cities) is 8. So, the minimal spanning tree would have seven edges. We start from any vertex, say A and have at the initial stage: V = {A}, E = { }. The nearest neighbour of V = {A} is C and the corresponding edge is (A, C). So we have E = {(A, C)}, V = {A, C}. Now B is the nearest neighbour of V = {A, C} and edge (C, B) does not form cycle with the edges in E = {(A, C)}. Here the edge (A, B) can also be chosen. Thus, choosing arbitrarily one out of (A, B) and (C, B), we have E = {(A, C), (C, B)}, V = {A, C, B}. Now, E and F are both nearest neighbour to V and (C, E) or (C, F) do not form cycle with the members of E = {(A, C), (C, B)}. So we may choose any of E or F. Let us choose F and the corresponding edge (C, F). Then, E = {(A, C), (C, B), (C, F)}, V = {A, C, B, F}. Now E and G are nearest neighbours of V = {A, C, B, F} and both (F, E) and (F, G) do not form cycle with the members of E = {(A, C), (C, B), (C, F)}. Therefore we may pick up any of these vertices. We pick arbitrarily E. Solution. Pick up the vertex a. Then Then, E = {(A, C), (C, B), (C, F), (F, E)}, V = {A, C, B, F, E}. E={ } Now D is the nearest neighbour of V = {A, C, B, F, E} and (E, D) is the corresponding edge to be added to the tree. So, we have E = {(A, C), (C, B), (C, F), (F, E), (E, D)}, V = {A, C, B, F, E, D}. Now H is the nearest neighbour and (D, H) is the corresponding edge and we have E = {(A, C), (C, B), (C, F), (F, E), (E, D), (D, H)}, V = {A, C, B, F, E, D, H}. Now G is the nearest neighbour and (E, G) is the corresponding edge. So, we have E = {(A, C), (C, B), (C, F), (F, E), (E, D), (D, H), (E, G)}, V = {A, C, B, F, E, D, H, G} Since the number of edges in the Prim tree is 7, the process is complete. The minimal spanning tree is shown in Figure 2.202: B D H 2 3 A 2.65 Graphs 2 2 C 5 4 The nearest neighbour of V is b, d or e and the corresponding edges are (a, b) or (a, d) or (a, e). We choose arbitrarily (a, b) and have E = {(a, b)}, E = {(a, b), (a, d)}, E = {(a, b), (a, d), (d, e)}, Now c is the nearest neighbour of V = {a, b, d, e} and the corresponding edges are (e, c), (d, c). Thus we have, choosing (e, c), E = {(a, b), (a, d), (d, e), (e, c)}, V = {a, b, d, e, c} Total weight = 3 + 3 + 1 + 2 = 9. (If we choose (d, c), then total weight is 3 + 3 + 1 + 2 = 9). The minimal tree is shown in Figure 2.204. 4 a 3 1 2 c 2 d Figure 2.203 c or a 1 3 EXAMPLE 2.89 Using Prim algorithm, find the minimal spanning tree of the following graph (Figure 2.203): e 3 2 2 + 3 + 5 + 4 + 2 + 2 + 3 = 21. 3 b 3 a The total length of the roads is 3 V = {a, b, d, e}. b Figure 2.202 b V = {a, b, d}. Now e is the nearest neighbour of {a, b, d} and (d, e) does not form cycle with {(a, b), (a, d)}. Hence, G F V = {a, b}. Now d is the nearest neighbour of V = {a, b} and the corresponding edge (a, d) does not form cycle with (a, b). Thus we get 3 E and V = {a}. c 1 3 d 2 d Figure 2.204 2.17.2 Kruskal’s Algorithm In Kruskal’s algorithm, the edges of a weighted graph are examined one by one in order of increasing weight. At each stage, an edge with least weight out of edge-set remaining at that stage is added provided this additional edge does not create a circuit with the members of existing edge set at that stage. After n – 1 edges have been added, these edges together with the n vertices of the connected weighted graph form a minimal tree. 2.66 Engineering Mathematics-II Algorithm Input: A connected weighted graph G with n vertices and the set E = {e1, e2, …, ek} of weighted edges of G. The edge (v3, v5) has minimum weight, so we pick it up. We have thus Output: The set of edges in a minimal spanning tree T for G. The edges (v1, v4) and (v1, v5) have minimum weight in the remaining edge set. We pick (v1, v4) say, as it does not form a cycle with E*. Thus Step 1. Initialize T to have all vertices of G and no edges. Step 2. Choose an edge e1 in E of least weight. Let E* = {e1}, E = E − {e1}. Step 3. Select an edge ei in E of least weight that does not form circuit with members of E*. Replace E* by E* ∪ {ei} E with E − {ei}. and Step 4. Repeat Step 3 until number of edges in E* is equal to n – 1. EXAMPLE 2.90 Use Kruskal’s algorithm to determine a minimal spanning tree for the connected weighted graph G shown in Figure 2.205. E* = {(v2, v4), (v3, v5)}, E = E − {(v2, v4), (v3, v5)}. E* = {(v2, v4), (v3, v5), (v1, v4), E = E − {(v2, v4), (v3, v5), (v1, v4)}. Now the edge (v1, v5) has minimum weight in E − {(v1, v4), (v3, v5), (v1, v4)} and it does not form a cycle with E*. So, we have E* = {(v2, v4), (v3, v5), (v1, v4), (v1, v5)} and E = E − {(v2, v4), (v3, v5), (v1, v4), (v1, v5)}. Thus all the four edges have been selected. The minimal tree has the edges. (v2, v4), (v3, v5), (v1, v4), (v1, v5) and is shown in the Figure 2.206. v1 v1 4 3 5 3 3 v2 7 v3 6 2 v4 v3 2 2 2 5 3 v2 v5 v4 (Minimal spanning tree) v5 Figure 2.206 Figure 2.205 Solution. The given weighted graph has five vertices. The minimal spanning tree would, therefore, have four edges. Let EXAMPLE 2.91 Using Kruskal’s algorithm, find the minimal spanning tree for the graph given in the Figure 2.207. E = {(v1, v2), (v1, v4), (v1, v5), (v2, v3), (v1, v3), (v2, v4), (v4, v5), (v5, v3), (v3, v4)}. The edges (v2, v4) and (v3, v5) have minimum weight. We choose arbitrarily one of these, say (v2, v4). Thus E* = {(v2, v4)}, E = E − {(v2, v4)}. a 2 2 6 e 4 3 c 1 3 3 b d 5 f Figure 2.207 Graphs Solution. The given graph has six vertices, therefore the minimal spanning tree would have 6 – 1 = 5 edges Let Remark 2.18. In the above example, if we had chosen (e, f ) in place of (c, f ) in the last step, then the minimal spanning tree would have been as shown in the Figure 2.209. E = {(a, b), (a, c), (b, d ), (c, f ), (d, f ), (c, d ), (a, e), (e, f ), (e, c)}. 2 2 e E* = {(c, d), (a, c), E = E − {(c, d), (a, c)}. Now choose the edge (a, e), since it has also minimum weight in E − {(c, d),(a, c)} and it does not form cycle with E*. So 3 d 1 c 3 f (Minimal spanning tree) E = E − {(c, d)}. Now choose the edge (a, c) because it has minimum weight. So, b a Choose the edge (c, d) first because it has minimum weight. Therefore, E* = {(c, d)}, 2.67 Figure 2.209 EXAMPLE 2.92 Use Kruskal’s algorithm to find a shortest spanning tree for the graph G given in the Figure 2.210. a1 E* = {(c, d), (a, c), (a, e)}, E = E − {(c, d), (a, c), (a, e)}. 3 a3 a2 4 1 6 2 5 2 a4 3 a5 Now choose (b, d) since it has minimum weight and it does not form circuit with E*. Thus Figure 2.210 E* = {(c, d ), (a, c), (a, e), (b, d )}, E = E − {(c, d ), (a, c), (a, e), (b, d )}. Solution. The given graph has five vertices. So the required spanning tree would have 5 – 1 = 4 edges. Let Now choose (c, f) or (e, f) because they have equal and minimal weight. Let us choose (c, f ). Then E = {(a1, a2), (a1, a3), (a3, a4), (a2, a4), (a2, a5), (a4, a5), (a2, a3), (a1, a4)}. E* = {(c, d ), (a, c), (a, e), (b, d ), (c, f)}, E = E − {(c, d ), (a, c), (a, e), (b, d ), (c, f)}. Choose the edge (a2, a3) since it has minimum weight. Then E* = {(a2, a3)}, E = E − {a2, a3} = {(a1, a2), (a1, a3), (a3, a4), (a2, a4), (a2, a5), (a4, a5), (a1, a4)}. We have thus obtained all the five required edges. The minimal spanning tree is shown in the Figure 2.208. b a 2 2 c 1 3 e f (Minimal spanning tree) Figure 2.208 3 d Now choose the edge (a2, a4) or (a3, a4) having minimum weight in E. Let us take (a2, a4), say. Then E* = {(a2, a3), (a2, a4)} and E = E − {(a2, a3), (a2, a4)} = {(a1, a2), (a1, a3), (a3, a4), (a2, a5), (a4, a5), (a1, a4)}. 2.68 Engineering Mathematics-II We cannot choose (a3, a4) now because it will form circuit with already chosen edges (a2, a3), (a2, a4). Therefore we can choose (a1, a3) or (a4, a5). Suppose we choose (a1, a3). Then E* = {(a2, a3), (a2, a4), (a1, a3)}, E = E − {(a2, a3), (a2, a4), (a1, a3)} = {(a1, a2), (a3, a4), (a2, a5), (a4, a5), (a1, a4)}. Now choose (a4, a5) as it has minimal weight in E. Then E* = {(a2, a3), (a2, a4), (a1, a3), (a4, a5)} and E = E − {(a2, a3), (a2, a4), (a1, a3), (a4, a5)} = {(a1, a2), (a3, a4), (a2, a5), (a1, a4)}. d(a, e) = 3, d(a, c) = 2, d(b, e) = 2 and diam (G) = 3. Definition 2.116. A vertex v in a connected graph G is called a cut point if G – v is disconnected, where G − v is the graph obtained from G by deleting v and all edges containing v. For example, in the above graph, d is a cut point. Definition 2.117. An edge e of a connected graph G is called a bridge (or cut edge) if G – e is disconnected, where G – e is the graph obtained by deleting the edge e. For example, consider the graph G shown in the Figure 2.213. Thus we have obtained four edges and therefore the process is complete. The Kruskal minimal spanning tree is shown in the Figure 2.211. a1 a e4 c e5 2 a3 a4 e G a5 3 Figure 2.213 Figure 2.211 Its length is 3 + 1 + 2 + 3 = 9. 2.18 b e3 d a2 1 3 e1 e2 We observe that G – e3 is disconnected. Hence the edge e3 is a bridge. CUT SETS Let G be a connected graph. We know that the distance between two vertices v1 and v2, denoted by d(v1, v2), is the length of the shortest path. Definition 2.115. The diameter of a connected graph G, denoted by diam (G), is the maximum distance between any two vertices in G. For example, in graph G shown in the Figure 2.212, we have a Definition 2.118. A minimal set C of edges in a connected graph G is said to be a cut set (or minimal edge-cut) if the subgraph G – C has more connected components than G has. For example, in the above graph, if we delete the edge (b, d) = e3, the resulting subgraph G – e3 has two connected components shown in the Figure 2.214. b e1 d c a e2 d b e4 e G Figure 2.212 and c Figure 2.214 e5 e Graphs EXAMPLE 2.93 Find a cut set for the graph given below in the Figure 2.215. v2 e2 v2 e8 e4 v5 e3 e2 v4 v5 e6 v1 v3 e8 v1 e5 e7 2.69 e5, e6, e7. The two connected components are shown in the Figure 2.216. So, in this example, the cut set consists of single edge (b, d) = e3, which is called cut edgeor bridge. e1 v3 Figure 2.216 e3 But, if we remove any proper subset of {e1, e4, e5, e6, e7}, then there is no increase in connected components of G. Hence {e1, e4, e5, e6, e7} is a cut set. v4 Figure 2.215 Solution. The given graph is connected. It is sufficient to reduce the graph into two connected components. To do so we have to remove the edges e1, e4, EXAMPLE 2.94 Find a cut set for the graph given in the Figure 2.217. f b e1 e2 e6 e7 e5 a e3 g e d e4 e8 e9 h c G Figure 2.217 The given graph G is connected. Clearly G – e5 has two connected components give in the Figure 2.218. f b e2 e1 e6 and a d e3 e7 g e e4 e8 e9 h c Figure 2.218 2.70 Engineering Mathematics-II Hence a cut set for this graph is {e5}. Some other cut sets for G are {e1, e3}, {e3, e2}, {e6, e9}, {e6, e8}. EXAMPLE 2.95 Find a cut set for the graph represented by the Figure 2.219. Solution. We note that {e4, e5} is a cut set (minimal edge cut) for the given graph because removal of e4 and e5 gives rise to two components shown in the Figure 2.222. e9 g f b e1 a e7 e2 e6 e7 e8 d e9 e5 e3 e4 g e10 , d e3 e9 g e4 e11 h c Figure 2.220 Hence the set {e7, e10} is a cut set for the given graph G. EXAMPLE 2.96 Find a cut set (minimal edge cut) for the following graph (Figure 2.221). g e10 e5 j e1 b i e12 e11 e e4 a h e9 e8 e6 c e3 d Figure 2.222 Similarly, {e9} forms a cut set (bridge) for this graph. Theorem 2.30. Let G be a connected graph with n e8 e2 e6 e5 f e2 f b e7 j and b Solution. The given graph is a connected graph. We note that removal of the edges e7 and e10 creates two connected components of G shown in Figure 2.220. a e12 e1 h Figure 2.219 e1 e11 e a e11 c i e8 e6 f e10 h e2 c Figure 2.221 e3 d vertices. Then G is a tree if and only if every edge of G is a bridge (cut edge). (This theorem asserts that every edge in a tree is a bridge). Proof: Let G be a tree. Then it is connected and has n – 1 edges (proved already). Let e be an arbitrary edge of G. Since G – e has n – 2 edges, and also we know that a graph G with n vertices has at least n – C(G) edges, it follows that n – 2 ≥ n – C(G – e). Thus, G – e has at least two components. Thus removal of the edge e created more components than in the graph G. Hence e is a cut edge. This proves that every edge in a tree is a bridge. Conversely, suppose that G is connected and every edge of G is a bridge. We have to show that G is a tree. To prove it, we have only to show that G is circuit-free. Suppose on the contrary that there exists a cycle between two points x and y in G (Figure 2.223). Then any edge on this cycle is not a cut edge which contradicts the fact that every edge of G is a cut edge. Hence G has no cycle. Thus G is connected and acyclic and so is a tree. Graphs y x Figure 2.223 2.18.1 Relation Between Spanning Trees, Circuits and Cut Sets A spanning tree contains a unique path between any two vertices in the graph. Therefore, addition of a chord to the spanning tree yields a subgraph that contains exactly one circuit. For example, consider the graph G shown below in the Figure 2.224. v1 2.71 Then the set of e – v + 1 circuits obtained by adding e – v + 1 chords to a spanning tree of G is called the fundamental system of circuits relative to the spanning tree. A circuit in the fundamental system is called a fundamental circuit. For example, {v1, v2, v3, v1} is the fundamental circuit corresponding to the chord (v1, v2). On the other hand, since each branch of a tree is cut edge, removal of any branch from a spanning tree breaks the spanning tree into two trees. For example, if we remove (v1, v3) from the above figured spanning tree, the resulting components are shown in the Figure 2.226. v1 v2 v3 v4 v5 v2 v3 v4 v5 G Figure 2.224 Figure 2.226 For this graph, the Figure 2.225 is a spanning tree. Thus, to every branch in a spanning tree, there is a corresponding cut set. But, in a spanning tree, there are v – 1 branches. Therefore, there are v – 1 cut sets corresponding to v – 1 branches. v1 v2 v4 v3 v5 Figure 2.225 (Spanning tree) The chords of this tree are (v1, v2) and (v2, v4). If we add (v1, v2) to this spanning tree, we get a circuit v1 v2 v3 v1. Similarly addition of (v2, v4) gives one more circuit v2 v3 v5 v4 v2. If there are v vertices and e edges in a graph, then there are e – v + 1 chords in a spanning tree. Therefore, if we add all the chords to the spanning tree, there will be e – v + 1 circuits in the graph. Definition 2.119. Let v be the number of vertices and e be the number of edges in a graph G. Definition 2.120. The set of v – 1 cut sets corresponding to v – 1 branches in a spanning tree of a graph with v vertices is called the fundamental system of cut sets relative to the spanning tree. A cut set in the fundamental system of cut sets is called a fundamental cut set. For example, the fundamental cut sets in the spanning tree (figured above) are {(v1, v2), (v1, v3)}, {(v1, v3), (v2, v3), (v3, v4)}, {(v3, v5), (v4, v5)}, {v2, v4), (v4, v5)}. Theorem 2.31. A circuit and the complement of any spanning tree must have at least one edge in common. 2.72 Engineering Mathematics-II Proof: We recall that the set of all chords of a tree is called the complement of the tree. Suppose on the contrary that a circuit has no common edge with the complement of a spanning tree. This means the circuit is wholly contained in the spanning tree. This contradicts the fact that a tree is acyclic (circuit- free). Hence a circuit has at least one edge in common with complement of a spanning tree. Theorem 2.32. A cut set and any spanning tree must have at least one edge in common. Proof: Suppose on the contrary that there is a cut set which does not have a common edge with a spanning tree. Then removal of cut set has no effect on the tree, that is, the cut set will not separate the graph into two components. But this contradicts the definition of a cut set. Hence the result. Theorem 2.33. Every circuit has an even number of edges in common with every cut set. Proof: We know that a cut set divides the vertices of the graph into two subsets each being set of vertices in one of the two components. Therefore a path connecting two vertices in one subset must traverse the edges in the cut set an even number of times. Since a circuit is a path from some vertex to itself, it has an even number of edges in common with every cut set. 2.19 TREE SEARCHING Let T be a binary tree of height h ≥ 1 and root v. Since h ≥ 1, v has at least one child : vL and/or vR. Now vL and vR are the roots of the left and right subtrees of v called TL and TR, respectively. v Level 0 vL vR Level 1 Level 2 Level 3 Level 4 Left subtree TL (Dotted circle) Right subtree TR (Dotted circle) Figure 2.227 Definition 2.121. Performing appropriate tasks at a vertex is called visiting the vertex. Definition 2.122. The process of visiting each vertex of a tree in some specified order is called searching the tree or walking or traversing the tree. We now discuss methods of searching a tree. Graphs 1. Pre-order Search Method Input: The root v of a binary tree. Output: Vertices of a binary tree using preorder traversal 1. Visit v 2. If vL (left child of v) exists, then apply the algorithm to (T(vL), vL) 3. If vR (right child of v) exists, then apply this algorithm to (T(vR), vR) End of algorithm pre-order. In other words, pre-order search of a tree consists of the following steps: 2.73 If we apply pre-order algorithm to the given tree T, we visit the root and print A. Using pre-order to left subtree, we visit the root B and print B and then search TL printing C and E and then D. Up to this point, the search has yielded the string A B C E D. Thus the search of TL is complete. We now go to subtree TR. Using the same procedure, we get the string F G H I. Thus the complete search of the tree T is A B C E D F G H I. EXAMPLE 2.98 Find binary tree representation of the expression (a − b) × (c + (d ÷ e)) Step 1. Visit the root. Step 2. Search the left subtree if it exists. Step 3. Search the right subtree if it exists. and represent the expression in string form using pre-order traversal. EXAMPLE 2.97 Find the order of the vertices of the following tree T processed using pre-order traversal. Solution. In the given expression, × is the central operator and therefore shall be the root of the binary tree. Then the operator − acts as vL and the operator + acts as vR. Thus the tree representation of the given expression is as shown in the Figure 2.230. A × F B C I E + − G D H a b ÷ c e T d Figure 2.228 Solution. The root of the given tree is A. It has two children B and F. The left subtree and right subtree are shown in Figure 2.229. C D This form of the expression is called prefix form or polish form of the expression G , I H E Left subtree TL Right subtree TR Figure 2.229 The result of the pre-order traversal to this binary tree is the string × − a b + c ÷ d e. F B Figure 2.230 (a − b) × (c + (d ÷ e)). In a polish form, the variables a, b, c,…are called operands and −, + , × , ÷ are called operators. We observe that, in polish form, the operands follow the operator. 2.74 Engineering Mathematics-II EXAMPLE 2.99 Represent the expression (A + B) * (C − D) as a binary tree and write the prefix form of the expression. – C + Solution. Here * is the central operator. Further + and − operators are vL and vR. Hence the binary tree for the given experssion is as shown in the Figure 2.231. B A Figure 2.232 EXAMPLE 2.101 Evaluate the polish form * × − 64 + 5 ÷ 22 − + Solution. We have the following steps in this regard: A B C D Figure 2.231 Using pre-order traversal, the prefix expression for it is * + A B − C D. 2.19.1 Procedure to Evaluate an Expression Given in Polish Form To find the value of a polish form, we proceed as follows: Move from left to right until we find a string of the form K x y, where K is operator and x, y are operands. Evaluate x K y and substitute the answer for the string K x y. Continue this procedure until only one number remains. EXAMPLE 2.100 Find parenthesized form of the polish expression − + A B C. Solution. The parenthesized form of the given polish expression is derived as follows: 1. 2. 3. 4. 5. 6. 7. 8. × (6 − 4) + 5 ÷ 22 × 2 + 5 ÷ 22 × 2 + 5 (2 ÷ 2) × 2 + 51 × 2 (5 + 1) × 26 2×6 12, which is the required value of the expression. 2. Post-order Search Method Algorithm Step 1. Search the left subtree if it exists Step 2. Search the right subtree if it exists Step 3. Visit the root End of algorithm EXAMPLE 2.102 Represent the expression (A + B) * (C − D) as a binary tree and write the result of post-order search for that tree. Solution. The binary tree expression (as shown earlier) of the given algebraic expression is given in Figure 2.233. * − (A + B) C, (A + B) − C. The corresponding binary tree is shown in the Figure 2.232. – + A B C Figure 2.233 D Graphs The result of post-order search of this tree is A B+C D−* This form of the expression is called postfix form of the expression or reverse polish form of the expression. In postfix form, the operator follows its operands. EXAMPLE 2.103 Find the parenthesized form of the postfix form A B C * * C D E+/−. Solution. We have 1. 2. 3. 4. A B C * * C D E+/− A (B * C) * C (D + E) / − (A * (B * C )) (C / (D + E )) − (A * (B * C )) − (C / (D + E )). The corresponding binary tree is shown in the Figure 2.234. – * A C B TRANSPORT NETWORKS An important application of weighted directed graph is to model transport networks like oil pipeline, water supply pipeline, communication network, electric power distribution system and highway system. The purpose of a network is to implement the flow of oil, water, electricity, messages, traffic, etc and we desire that the flow through the network should be largest possible value. Such a flow will be called maximum flow. Definition 2.123. A transport network or simply a network is a simple weighted directed graph with the following properties: (i) There is a designated vertex (node), called the source, that has no incoming edge. (ii) There is a designated vertex, called the sink, that has no outgoing edge. (iii) There is a non-negative weight cij on the directed edge (i, j), called the capacity of the edge (i, j). Definition 2.124. A flow in a network is a function that assigns to each (i, j) of the network a non-negative number fij such that + C 2.75 Since the graph is simple, it follows that if the edge (i, j) is in the network, then ( j, i) is not there. / * 2.20 D Figure 2.234 E (i) 0 ≤ f ij ≤ cij , where cij is the capacity of the edge (i, j) (ii) For each vertex j, which is neither the source nor the sink, EXAMPLE 2.104 Evaluate the postfix form ∑f i 21 − 342 ÷ + × . Solution. We have 21 − 342 ÷ + × = (2 − 1) 342 ÷ + × = 13 (4 ÷ 2) + × = 132 + × = 1 (3 + 2) × = 15 × = 1 × 5 = 5. ij = ∑ f jk . k The non-negative number fij is called the flow in the edge (i, j). For any vertex (distinct from source and sink) j, the sum ∑ f ij is called the flow into j and the sum ∑f i jk is called the flow out of j. Thus the k condition (ii) implies that material cannot accumulate, be created, dissipate or lost at any vertex other than the source or the sink. Hence the equation 2.76 ∑f i ij Engineering Mathematics-II = ∑ f jk is called conservation of flow. As a value of the flow and is denoted by value (F). A flow F in a network is represented by labelling each edge (i, j) with the pair (cij, fij). For example consider the oil pipeline network shown in Figure 2.235. k consequence of conservation, it follows that the sum of flows leaving the source must be equal to the sum of the flows entering the sink. This sum is called the A B (4, 3) (5, 5) (5, 3) (2, 1) O (Dock) (2, 1) S (Refinery) (5, 1) (3, 3) C D (4, 2) Figure 2.235 Flow out of the vertex B = 5. Therefore, conservation of flow is satisfied. Further, value (F) = 3 + 3 = 5 + 1 = 6. In this network, the crude oil unloaded at the dock O (source) is being pumped to the refinery S (sink). The capacities of the flow are cOA = 5, c AB = 4, cBS = 5, cOC = 3, EXAMPLE 2.105 Consider the water pipeline network shown in Figure 2.236 for two towns A and B in which water is supplied from four borewells w1, w2, w3, w4 and a, b, c, d represent intermediate pumping stations. Form an equivalent network with unique source and unique sink and determine the value of the flow. cCB = 2, cCD = 4, cDB = 2, cDS = 5. The flows in the edges are f OA = 3, f AB = 3, f BS = 5, f OC = 3, fCB = 1, fCD = 2, f DB = 1, C DS = 1. We note that Flow into the vertex B = 3 + 1 + 1 = 5 w1 (4, 3) (4, 4) a A (2, 2) (3, 2) (2, 1) w2 b (5, 3) w3 w4 (4, 2) (5, 3) c (3, 2) (4, 2) d Figure 2.236 B Graphs Solution. To obtain the required equivalent network with designated source and designated sink, we tie together the given sources w1, w2, w3 and w4 into a w1 super source O and the towns A and B into a super sink S as shown in Figure 2.237. (4, 4) a (4, 3) (2, 2) (∞, 3) (2, 1) A (3, 2) (∞, 6) b (∞, 2) w2 O (Source) 2.77 S(sin k) (∞, 3) (5, 3) (5, 3) w3 (4, 2) (∞, 4) c (∞, 2) (3, 2) w4 B (4, 2) d Figure 2.237 The value of the flow is Value (F) = 3 + 2 + 3 + 2 = 6 + 4 = 10. out of five edges are carrying maximum capacity. Therefore, the flow function in the second case is better than the first one. Definition 2.125. A maximal flow in a network N is a flow with maximum value. In general, there will be several flows having the same maximum value. For example, consider the network shown in Figure 2.238. a (7, 7) (7, 5) O S (2, 2) a (5, 3) (5, 5) 7 7 b O Figure 2.239(a) S 2 a 5 5 (7, 7) (7, 7) b and O Consider the following two flows for this network: The value of the flow in Figure 2.239(a) is 10 and three of the five edges in this network attain their maximum capacity. But for the same network, the value of the flow in Figure 2.239(b) is 12 and four S (2, 0) Figure 2.238 (5, 5) (5, 5) b Figure 2.239(b) 2.78 Engineering Mathematics-II EXAMPLE 2.106 Find the maximum possible increase in the following network (Figure 2.240). A O (4, 3) (2, 1) D B Figure 2.240 Figure 2.243 Solution. We cannot increase the flow in the path OABS because the capacity and the flow of the edge AB are equal. But if increase flow in the path OCDS by 1, we get the network shown in Figure 2.241. A (3, 3) Solution. The capacity of each edge is shown in Figure 2.243. Let the initial flow be 0 in each edge. Thus we have the network as shown in Figure 2.244(a). A B (4, 3) (4, 2) (2, 1) O 5 2 (3, 2) (3, 2) (2,0) (4,0) S (2, 0) O (3, 3) D Further, if we increase the flow in the path OCBS by 1, we get the network shown in Figure 2.242. (3, 3) B (2, 1) B Figure 2.244(a) Increase the flow by 2 in the path OAS to get the network shown in the Figure 2.244(b). (4, 4) (4, 2) O A S (2, 1) (3, 3) (5, 5) C (5,0) (2,0) Figure 2.241 A S (3,0) (3, 3) (5, 4) C S 3 S (2, 0) (5, 3) C 2 4 B (3, 3) (4, 2) O A (3, 3) (2,2) (4,2) D Figure 2.242 No further increase in flow is possible since the capacities of all the edges leading to the sink have been exhausted. The value of the flow is 7. EXAMPLE 2.107 Find a maximal flow in the network shown in Figure 2.243. O S (3,0) (5,0) (2,0) B Figure 2.244(b) Graphs Now increase the flow by 2 in the path OBS to get the network shown in Figure 2.244(c). A E 3 2.79 B 4 3 4 O A S 1 5 2 (2,2) (4,2) C 2 D Figure 2.245 O S (3,0) Solution. The initial labelling yields the network shown in Figure 2.246(a). (5,2) (2,2) B A Figure 2.244(c) (4,0) Now increase the flow by 2 in the path OABS to get the network shown in Figure 2.244(d). (3,0) B (4,0) E (3,0) O S (1,0) (5,0) (2,0) A C (2,0) D Figure 2.246(a) (2,2) (4,4) O S (3,2) Increase the flow by 2 in the path OCDS by to get the network shown in Figure 2.246(b). (5,4) (3,2) B Figure 2.244(d) Any further increase in the flow is not possible. Thus maximal flow in the network has been reached. Thus, value (F) = 2 + 4 = 6. EXAMPLE 2.108 Find a maximal flow in the network shown in Figure 2.245. A (4,0) (3,0) B (4,0) E O (3,0) S (1,0) (5,2) (2,2) C (2,2) D Figure 2.246(b) Now increase the flow by 3 in the path OEABS to get the network shown in Figure 2.246(c). 2.80 Engineering Mathematics-II A (4,3) For example, the capacity of the cut in Figure 2.247 is B (3,3) (4,3) E (3,3) O EXAMPLE 2.109 Find the capacity of the cut, shown by dashed line, in the network shown in Figure 2.248. (5,2) (2,2) C C ( P , P ) = COC + C AC + C AB = 5 + 2 + 3 = 10. S (1,0) D (2,2) Figure 2.246(c) a (2,2) No further increase in flow in possible since the capacities in the edges (A, B) and (C, D) has been exhausted. Hence value (F) = 5. A B (3,3) (4,3) (4,2) (2,0) O S (2,1) (3,2) (5,3) C (3,2) D Figure 2.247 Definition 2.127. The capacity of a cut K = ( P , P ) is the sum of the capacities of all edges in K and is denoted by C(K) or C ( P , P ) . (4,2) (2,0) (1,0) (1,1) O c (2,0) (3,1) (3,2) Definition 2.126. Let N be a network. A cut in N is a partition ( P , P ) of the set of vertices in N such that the source O ∈ P and the sink S ∈ P . Thus, a cut ( P , P ) in a network N is a set K of edges ( v, w ), v ⑀ P , w ⑀P such that every path from source to sink contains at least one edge from K. In fact, a cut does cut a directed graph into two pieces, one containing the source and the other containing the sink. Nothing can flow from source to sink if edges of a cut are removed. We indicate a cut by drawing a dashed line to partition the vertex set. As an illustration, consider the network of EXAMPLE 2.106. The dashed line divides the vertex set into the sets P = {O, A} and P = {C,B,D,S } . b (3,2) d (3,1) f (1,0) (3,2) S (2,2) e Figure 2.248 Solution. The cut ( P , P ) is given by P = {o, a, c} , P = {d , e, f , b, S } . Therefore the capacity of the given cut is C ( P , P ) = cOd + ccf + Cab = 3 + 1 + 3 = 7. Definition 2.128. A minimal cut is a cut having minimum capacity. Theorem 2.34. (The Max Flow Min Cut Theorem) A maximum flow F in a network has value equal to the capacity of a minimum cut of the network. Proof: Let F be any flow and K be any cut in a network. Since all parts of F must pass through the edges of the cut K and since C(K) is the maximum amount that can pass through the edges of K, it follows that value ( F ) ≤ C ( K ) . The equality will hold if the flow F uses the full capacity of all edges in the cut K. Thus equality holds if the flow is maximum. Further, K must be a minimum capacity cut since every cut must have capacity at least equal to value (F). This completes the proof of the theorem. EXAMPLE 2.110 In the network shown in Figure 2.249, find a maximum flow, give its value and prove that it is Graphs 2.81 maximum by appealing to the max flow min cut theorem. Now increase the flow by 1 in the path OCS to get the network shown in Figure 2.250(c). A A (2,1) 1 2 (1,1) 1 3 O 2 (1,0) 4 B S O 1 1 (3,0) (2,1) B (4,0) S (1,0) (1,1) C C Figure 2.249 Figure 2.250(c) Solution. The initial labelling yields the following network shown in Figure 2.250(a): Further, increase in flow by 1 in the path OABS to get the network of Figure 2.250(d). A A O (2,2) (1,0) (2,0) (1,1) (1,1) (1,0) (3,0) (2,0) B (4,0) S O (3,0) B (4,1) (1,1) (1,0) (1,0) S (2,1) (1,0) C C Figure 2.250(a) Figure 2.250(d) Increase the flow by 1 in the path OAS to get the network shown in Figure 2.250(b). Now increase the flow by 1 in the path OCBS and get the network shown in Figure 2.250(e). A A (2,1) (2,2) (1,1) (1,0) O (3,0) B (4,0) (1,1) S O (3,0) B (4,2) (1,1) (2,0) (1,0) (1,0) (2,2) C Figure 2.250(b) (1,1) C Figure 2.250(e) S (1,1) 2.82 Engineering Mathematics-II Lastly, we increase the flow by 2 in the path OBS and get the network with maximum flow as shown in Figure 2.250(f). In fact the capacities in the edges leading to the sink have been completely exhausted. A (2,2) O B (4,4) (1,1) (iv) K 4 = {OC , OB, AS , AB} with cap ( K 4 ) = COC + COB + C AS + C AB = 2 + 3 + 1 + 1 = 7. We note that capacity of the minimum cut in 6. Hence, the maximum flow is 6. (1,1) (1,1) (3,2) (iii) K 3 = {CS , BS , AS } with cap( K 3 ) = CCS + C BS + C AS = 1 + 4 + 1 = 6, EXERCISES S (1,1) (2,2) C Figure 2.250(f) We note that value (F = 2 + 2 + 2 = 1 + 4 + 1 = 6). To check whether it is maximum flow, we appeal to max flow min cut theorem. We consider the following cuts: 1. Is there a non-empty simple graph with twice as many edges as vertices? Ans. Yes. In fact if n = number of vertices 2n = number of edges, then using the formula for number of edges in a complete graph: n( n − 1) n( n − 1) which , we have 2n = 2 2 yields n = 5. But in a complete graph K5 the number of edges is 10. Thus the complete graph K5, which is simple by definition, has five vertices and ten edges. 2. Is the graph given below a bipartite graph? v1 A v3 2 1 3 O v2 B 1 4 S v5 v4 Figure 2.251 2 1 1 C Figure 2.250(g) (i) K1 = {OC , OB, OA} with cap ( K1 ) = COC + COB + COA = 2 + 3 + 2 = 7, (ii) K 2 = {OC , BC , BS , AS } with cap ( K 2 ) = COC + C BC + C BS + C AS = 2 + 1 + 4 + 1 = 8, Ans. Yes, it is a bipartite graph, where the set of vertices V has been partitioned into two subsets, V1 = {v3, v4}, V2 = {v1, v2, v5}. But it is not a complete bipartite graph. 3. Find a formula for the number of edges in complete bipartite graph Kmn. Ans. The m + n vertices having been divided into two subsets V1 and V2 containing m vertices and n vertices, respectively. Every verticex in V1 is joined to all the n vertices in V2. Thus the task of joining each vertex of V1 to each vertex in V2 can be performed in mn ways. Hence the number of edges in Kmn is mn. 4. A graph G has vertices of degrees 1, 4, 3, 7, 3 and 2. Find the number of edges in the graph. Graphs Ans. Total degree of G is 1 + 4 + 3 + 7 + 3 + 2 = 20 which should be twice the number of edges. Hence number of edges in G is 10. 5. How many edges are there in an n-cube? Ans. Degree of each vertex in an n-cube in n. The number of vertices in an n cube in 2n. Therefore total degree of n-cube in n2n. Hence the number of edges is an n-cube is n ⋅ 2n = n ⋅ 2n −1. 2 6. When does the complete graph Kn possess an Euler circuit? Ans. Complete graph is a connected graph. So it will have an Euler cycle if degree of each vertex is even. 7. Does the graph given below have an Euler circuit? v2 v1 v5 v1 v2 Figure 2.252 Ans. Yes. The graph is connected and degree of each vertex is even. Hence the graph possesses an Euler circuit. For example, v1 v2 v5 v4 v5 v2 v3 v4 v1 is an Euler cycle. 8. When does the complete bipartite graph Kmn contain Euler cycle? Ans. When both m and n are even. In such a case the degree of each vertex will be even. 9. In seven bridges problem, was it possible for a citizen of Konigsberg to make a tour of the city and cross each bridge exactly twice? Give reasons. Ans. Yes, because in such a case degree of each vertex of the graph of seven bridges problem shall be even. 10. Show that the graph given below does not contain a Hamiltonian cycle. v3 v5 v4 v7 v6 v9 v8 v10 Figure 2.253 11. Give example of a graph that has Euler circuit but not Hamiltonian circuit. d Ans. a c e b 12. Give example of a graph that has an Hamiltonian circuit but not an Euler circuit. v1 Ans. v3 v4 2.83 v2 v3 13. Give example of a graph that has both an Euler circuit and an Hamiltonian circuit. Ans. K3 14. Use Dijkstra’s shortest path algorithm to find the shortest path from a to f in the graph given below: e 3 1.7 a 2 5.4 b 3 2.3 3.3 d 2.2 f 1.5 c Figure 2.254 Ans. 6.7 2.84 Engineering Mathematics-II 15. Find the adjacency matrix of the graph. v1 18. Defining an isomorphism. Show that the graphs shown below are isomorphic. x b w c a v3 v2 y z d G1 G2 x v5 v4 Figure 2.255 Ans. ⎡0 ⎢1 ⎢ ⎢1 ⎢ ⎢0 ⎢⎣0 z Figure 2.256 1 1 0 0⎤ 0 0 1 1⎥ ⎥ 0 0 1 1⎥ ⎥ 1 1 0 1⎥ 1 1 1 0 ⎥⎦ 16. Find directed graph that have the following adjacency matrix. ⎡0 ⎢1 ⎢2 ⎢⎣1 Ans. 0 0 1 1 1 2 0 0 y w (Clearly, the graph G2 can be drawn as) 1⎤ 0⎥ 0⎥ . 0 ⎥⎦ Ans. Vertex set of G1 is V(G1) = {a, b, c, d} vertex set of G2 is V(G2) = {x, y, z, w} Define f : V(G1) → V(G2) by f (a) = y, f (b) = w, f (c) = x, f (d) = z. Then f is bijective. 19. Show that the graphs shown below are not isomorphic. Give reasons. a y d e x z b c t n m G2 f G1 v1 v2 Figure 2.257 Ans. Graph G2 is connected whereas G1 is not connected. The connected components of G1 are v3 v4 17. A graph G has the adjacency matrix given below. Verify whether it is connected. ⎡0 ⎢0 A = ⎢0 ⎢0 ⎣⎢0 0 0 0 1 0 1 0 0 0 1 0 1 0 0 1 0⎤ 0⎥ 1⎥ . 1⎥ 0 ⎦⎥ 20. Show that the graphs shown below are not isomorphic. a x b c d e y z n Ans. The graph G is connected because B = A + A2 + A3 + A4 has non-zero entries off the main diagonal. f G1 G2 Figure 2.258 m Graphs Ans. The graphs do not have same number of vertices and so are not isomorphic. 21. Find the complement of the graph shown below. a d e b c f Figure 2.259 Ans. The complement of the given graph is a b c d e 2.85 Ans. We note that (i) d(v1, v2) = 1, d(v1, v3) = 2, d(v1, v4) = 3 and so e(v1) = 3 (ii) d(v2, v1) = 1, d(v2, v3) = 1, d(v2, v4) = 2 and so e(v2) = 2 (iii) d(v3, v1) = 2, d(v3, v2) = 1, d(v3, v4) = 1 and so e(v3) = 2 (iv) d(v4, v1) = 3, d(v4, v2) = 2, d(v4, v3) = 1 and so e(v4) = 3 Hence rad (G) = min {3, 2, 2, 3} = 2. The centre is {v2, v3}. 23. Show that any graph having n vertices, n = 1, 2, 3, 4 is planar. 24. Show that the colouring of map given below requires at least three colours A B C D E F G f Figure 2.261 22. Let G be a graph and V be its vertex set. Then (i) Eccentricity of v ∈ V is defined as e(v) = max {d(u, v): u ∈ V, u ≠ v}. (ii) The radius of the graph is defined by rad(G) = min {e(v): v ∈ V}. (iii) The diameter of G is defined by diam (G) = max {e(v): v ∈ V}. = max [d(u, v): u ∈ V, v ∈ V, u ≠ v}. (iv) v is a central point if e(v) = rad(G). (v) The centre of G is the set of all central points. Find the centre of the graph given below: v1 v2 v3 v4 Figure 2.260 Ans. Give one colour to A and D, give second colour to B, E and G, and third colour to C and F. Thus all the adjoining boundaries have different colours. 25. How many colours are required to paint the graph given below? v2 v7 v6 v1 v5 v3 v4 Figure 2.262 Ans. Three. We can paint v1, v2, v3 with colours C1, C2, C3. Then paint v4 by C1, v5 by C2, v6 by C3 and v7 by C1. 26. For which values of m and n is the complete bipartite graph Kmn a tree? 2.86 Engineering Mathematics-II Ans. Number of edges in Kmn = mn. Total number of vertices in Kmn = m + n. If kmn is a tree, then number of edges in Kmn should be (m + n) − 1. Hence, to be a tree kmn satisfies the condition mn = (m + 1) − 1 or m + n = mn + 1, which is satisfied if either m = 1 or n = 1. 27. Let G be a graph with n vertices and n − 2 or fewer edges. Show that G is not connected. Ans. Suppose G is connected. The graph itself will be a tree or it can be made a tree by eliminating some edges. In either case it must have n − 1 edges. But in the questions, number of edges is less than or equal to n − 2. Hence G cannot be connected. 28. Represent the weighted graph given below in the matrix form. Ans. − / ⋅ a + c b d e Prefix form: − • ab −c + de Postfix form: ab • de + c /− 30. Convert the following postfix form of a binary tree into prefix form and parenthesized infix form and usual infix form ab + c − . − Ans. v1 v6 1 4 4 3 a v3 5 4 b v2 2 v5 c + 1 3 3 2 v4 Prefix form: − + abc Parenthesized form: (a + b) − c Usual infix form: a + b −c 31. Draw a tree for the algebraic expression (3x + y) (4m + 5n)2 Figure 2.263 and find its prefix polish form. Ans. ⎡∞ 1 4 1 3 3 ⎤ ⎢ 1 ∞ 2 ∞ 4 ∞⎥ ⎢ ⎥ ⎢ 4 2 ∞ 2 ∞ ∞⎥ ⎢ ⎥ ⎢1 ∞ 2 ∞ 4 5⎥ ⎢3 4 ∞ 4 ∞ 3⎥ ⎢ ⎥ ⎢⎣ 3 ∞ ∞ 5 3 ∞ ⎥⎦ The diagonal is ∞ ∞ … ∞ and the matrix is symmetric with respect to the diagonal. 29. Represent the expression given below by a binary tree and obtain the prefix form and postfix form of the expression. a·b − (c/(d + e)). Ans. Using ↑ for exponentiation and * for multiplication, the binary tree representing the algebraic expression is ∗ + ↑ y ∗ 2 + 3 x 4 ∗ ∗ m 5 n Ans. The prefix form is * + * 3xy ↑ + * 4m * 5n 232* ↑ + 233 − 24 = * ↑ (2 + 3) 3 (2 − 4) = * (2 + 3)3 (2 − 4) = (2 + 3)3 * (2 − 4) = 53 * (−2) = −250 32. If ↑ denotes exponentiation, evaluate the polish form * ↑ + 233 − 24. 33. Find all cut sets for the graph G given below. f b c a e a 7 4 c b 3 10 e d 35. Find a minimal tree for the graph of Exercise 34 by deleting one by one those costliest edges whose deletion does not disconnect the graph. Ans. First remove {a, d}, then {d, c}, {a, e}, {b, e}. We cannot remove {c, e} now because the graph will be disconnected by doing so. But we can delete {b, d}. Now delete any of {a, c} or {b, c}. We will get two minimal trees. 36. Find all spanning trees of the graph shown below: a g d 2.87 Graphs i b h d c Figure 2.264 Figure 2.266 Ans. {c, e}; {{a, b}, {a, d}}; {{a, d}, {b, c}}; {{e, f }, {e, g}} {h, g}}; {g, i}; {{e, h},{h, g}}. Try for other cut edges. 34. Find a minimal spanning tree for the graph shown below: Ans. Each spanning tree must have n − 1 = 4 − 1 = 3 edges. There are eight such trees. 37. Find the value of the maximum flow in the network of EXAMPLE 2.109 and verify the value obtained by max flow min cut theorem. Ans. Value (F) for max flow = 7, minimum cut (k) is shown in Figure 8.248. 38. Find the value of the maximum flow in the network shown in Figure 2.267 and verify your answer using max flow min cut theorem. a A 7 4 4 b c 8 d 10 3 12 4 2 15 Figure 2.265 e S 4 5 C 12 B 3 O 20 2 2 D Figure 2.267 Ans. Max flow = 6 This page is intentionally left blank. 3 3.1 Improper Integrals IMPROPER INTEGRAL While evaluating Riemann integrals, the integrand was assumed to be bounded and the range (interval) of integration was assumed to be finite. The aim of this chapter is to consider the integrals in which the above conditions are not satisfied. This leads us to a concept called the improper integral. Definition 3.1. If the integrand f is unbounded or the limits a or b or both are infinite, then the integral Rb f ðxÞdx is called an improper integral, generalized a integral or an infinite integral. For example, the integrals R1 (i) dx x3 ; 0 (ii) (iii) R2 dx ð1xÞð2xÞ 1 R1 dx 1þx2 1 and are improper integrals. We note that in integral (i), the integrand becomes infinite (unbounded) at the lower limit 0. In such a case, we say that x ¼ 0 is a point of infinite discontinuity (singular point) of the integrand f. In integral (ii), both lower and upper limits are singular points of f, whereas in integral (iii), the range of integration is infinite. An integral that is not improper is called proper integral. In view of Definition 3.1, we shall consider the following two cases: (a) When the integral is unbounded. (b) When the range of integration is infinite. 3.2 CONVERGENCE OF IMPROPER INTEGRAL WITH UNBOUNDED INTEGRAND In what follows, we assume that the number of singularities of the integrand in any interval of integration is finite. Definition 3.2. If the lower limit is the only singularity of the integrand f, then the improper integral Rb f ðxÞdx is said to converge at a if a Zb f ðxÞdx lim m!0þ aþm exists and is finite. EXAMPLE 3.1 Z2 dx . Examine the convergence of x2 0 Solution. We note that the lower limit 0 is the only singularity of the integrand x12 in the interval ½0; 2. Then Z2 Z2 dx dx ¼ lim ; 0 < m < 2; x2 m!0þ x2 m 0 ¼ lim m!0þ 1 1 ¼ 1: m 2 Since the limit is not finite, the given improper integral is divergent. Definition 3.3. If the upper limit is the only singularity of the integrand f, then the improper integral Rb f ðxÞdx is said to converge at b if a Zbm f ðxÞdx lim m!0þ a exists and is finite. EXAMPLE 3.2 Z1 Examine the convergence of 0 dx ð1 xÞ2 . 3.2 n Engineering Mathematics-II Solution. Since the upper limit 1 is the only singularity of the integrand, we have Z1 0 Z1m dx ð1 xÞ 2 ¼ lim m!0þ 0 dx ; 0<m<1 ð1 xÞ2 1 1m m!0þ 1 x 0 1 ¼ lim 1 ¼ 1: m!þ m 3.2.1 COMPARISON TESTS (A) Let f and be two functions such that f ðxÞ 0; ðxÞ 0 and f ðxÞ ðxÞ for all x 2 ½a; b. Then Rb Rb (i) f ðxÞdx converges if ðxÞdx converges. a ¼ lim (ii) Definition 3.4. If both upper and lower limits are the only singularities of the integrand, and c is any point within the interval of integration ½a; b, then Rb the improper integral f ðxÞdx converges if both improper integrals a Rb f ðxÞdx and a a ðxÞdx diverges if a Hence, the given improper integral is divergent. Rc Rb f ðxÞdx converge. c Moreover, Rb f ðxÞdx diverges. a Proof. Assume that f and are both bounded and integrable in the interval ½a þ m ; b ; 0 < m ðb aÞ and a is the only singularity. Then, by the given hypothesis, Zb Zb f ðxÞdx aþm ðxÞdx; m e ð0 ; b aÞ: ð1Þ aþm Rb To prove (i), let ðxÞdx converge so that there a exists a number M such that Zb Zc Zb f ðxÞdx ¼ a Zb f ðxÞdx þ a ðxÞdx < M for all m 2 ð0; b aÞ: f ðxÞdx: aþm c Hence, EXAMPLE 3.3 R2 Examine the convergence of dx xð2xÞ : 0 Solution. Both 0 and 2 are singularities of the integrand. Therefore, Z2 dx ¼ xð2 xÞ 0 Z1 dx þ xð2 xÞ 0 1 ¼ 2 Z1 0 1 1 1 dx þ x 2x 2 Z2 dx xð2 xÞ Zb f ðxÞdx < M for all m 2 ð0; b aÞ aþm Rb and so f ðxÞdx converges at a. Rb To prove (ii), we note that if f ðxÞdx does not a Rb converge at a, then f ðxÞdx is not bounded a aþm 1 Z2 1 1 dx x 2x 1 h h 1 x i1 1 x i2m ¼ lim log þ lim log 2 m!0þ 2 x m 2 m!0þ 2x 1 1 m ¼ 0 lim log 2 m!0þ 2m 1 2m þ 0 ¼ 1: þ lim log 2 m!0þ m Hence, the given improper integral diverges. above. Consequently, (1) implies that Rb ðxÞdx is aþm also not bounded above. Hence, Rb ðxÞdx does not a converge. (B) If f and g are two positive functions such that f ðxÞ ¼ l and l is neither 0 nor 1, then the lim gðxÞ x!aþ Rb Rb two integrals f ðxÞdx and gðxÞdx converge or a diverge together. a Improper Integrals f ðxÞ Proof. Under the given hypothesis, gðxÞ is positive for f ðxÞ all x and so l cannot be negative. Since lim gðxÞ ¼ l, x!aþ there exists a neighbourhood ½a; c ; a < c < b such that for all x 2 ½a; c, f ðxÞ <e l gðxÞ (i) Convergence of Rb f ðxÞdx: a (ii) Divergence of Rb Rb n 3.3 gðxÞdx ) convergence of a Rb f ðxÞdx ) divergence of a gðxÞdx. a or Remark 3.1. f ðxÞ <lþe le< gðxÞ f ðxÞ x!aþ gðxÞ (i) If lim or Rb ðl eÞgðxÞ < f ðxÞ < ðl þ eÞgðxÞ ð2Þ f ðxÞ < ðl þ eÞgðxÞ ð3Þ Now, due to relation (2), Zb f ðxÞdx Convergence of a Zc ) f ðxÞ x!aþ gðxÞ a Zc ) ðl eÞ gðxÞdx converges (using Test (A)) a Zc gðxÞdx converges a Zb ) ¼ 1 and Rb gðxÞdx diverge, then a f ðxÞdx also diverges. a EXAMPLE 3.4 Examine the convergence of Zb dx ðComparison IntegralÞ ðx aÞn a f ðxÞdx converges ) f ðxÞdx also converges. (ii) If lim Rb and gðxÞ converges, then a a or ðl eÞgðxÞ < f ðxÞ Rb ¼ 0 and gðxÞdx converges at a. Solution. For n 6¼ 1, we have Zb Zb dx dx n ¼ lim m!0þ ðx aÞ ðx aÞn a aþm " #b 1 ¼ lim m!0þ ð1 nÞðx aÞn1 aþm " # 1 1 1 lim ¼ 1 n m!aþ ðb aÞn1 mn1 a ¼ Using (3), it may similarly be shown that Zb gðxÞdx does not converge a Zb ) 1 1n ðb 1 If n ¼ 1, then we have Zb Zb dx dx ¼ lim x a m!0þ xa a f ðxÞdx does not converge. a Also from (3), it follows that aÞ1n if n < 1 if n > 1. aþm ¼ lim ½logðx aÞbaþm m!0þ ¼ lim ½logðb aÞ log mÞ ¼ 1: m!0þ 3.4 n Engineering Mathematics-II Hence, the given integral converges if n < 1 and diverges if n 1. EXAMPLE 3.5 R1 Examine the convergence of 0 dx . x1=3 ð1þx2 Þ 1 1 Solution. Let f ðxÞ ¼ x1=3 ð1þx 2 Þ and gðxÞ ¼ x1=3 . Then f ðxÞ 1 ¼ lim ¼ 1 (finite): lim x!0 gðxÞ x!0 1 þ x2 1 1 R R Therefore f ðxÞdx and gðxÞdx converge or 0 R1 0 R1 diverge together. But f ðxÞdx ¼ xdx 1=3 is con0 0 vergent since 13 < 1 (see Example 3.4). Hence, R1 R1 dx f ðxÞdx ¼ x1=3 ð1þx 2 Þ also converges. 0 0 EXAMPLE 3.6 R1 Examine the convergence of 0 0 Z1=2 dx x1=2 ð1 xÞ 1=2 ¼ 0 Hence, 1=2 xÞ Z1 dx x1=2 ð1 xÞ1=2 ð4Þ For the first integral on the right side of (4), let 1 1 f ðxÞ ¼ and gðxÞ ¼ 1=2 : 1=2 x x1=2 ð1 xÞ f ðxÞ ¼ 1 (finite) x!0 gðxÞ 1=2 1=2 R R and so f ðxÞdx and gðxÞdx behave alike. But 0 0 1=2 R gðxÞdx converges since 12 < 1. the integral lim 0 1=2 R 0 dx also converges. Since both x1=2 ð1xÞ1=2 1=2 integrals on the right-hand side of (4) converge, it follows that the given integral is also convergent. EXAMPLE 3.7 Examine the convergence of Z1 bðm; nÞ ¼ xm1 ð1 xÞn1 dx ðBeta FunctionÞ Solution. Case II. If m and n are less than 1, then the integrand has 0 and 1 as the points of infinite discontinuity. In that case, we have Z1=2 Z1 x m1 dx x1=2 ð1xÞ1=2 xm1 ð1 xÞn1 dx dx ¼ 0 Z1 xm1 ð1 xÞn1 dx: þ ð5Þ 1=2 For the first integral on the right side of (5), we take f ðxÞ ¼ xm1 ð1 xÞn1 ¼ ¼ also converges. For the second integral on the right side of (4), let 1 1 and ðxÞ : f ðxÞ ¼ 1=2 1=2 x ð1 xÞ ð1 xÞ1=2 ð1 xÞ n1 0 Then Hence, the integral R1 ð1xÞ Case I. If m and n both are greater than or equal to 1, the integrand is finite for all values of x from 0 to 1. Hence, in that case, the given integral is convergent. dx 1=2 1=2 0 x1=2 ð1 þ f ðxÞ ¼ 1 (finite) x!1 gðxÞ 1 R1 R f ðxÞdx and ðxÞdx behave alike. Therefore, 1=2 1=2 R1 dx 1 But the integral 1=2 converges since 2 < 1. lim (For a detailed study on Beta Function, refer Chapter 4.) dx . x1=2 ð1xÞ1=2 Solution. The integrand is unbounded at both limits 0 and 1. Therefore, we may write Z1 Then 1 x1m ð1 xÞn1 and gðxÞ x1m : Then f ðxÞ ¼ lim ð1 xÞn1 ¼ 1 (finite): x!0 gðxÞ x!0 lim n Improper Integrals 1=2 R f ðxÞdx and gðxÞdx converge or 0 1=2 1=2 R 1 R 0 gðxÞdx ¼ diverge together. But x1m dx con- Therefore, 1=2 R 0 EXAMPLE 3.8 R1 Evaluate Solution. By definition, we have Z1 0 positive. To test the convergence at 1 of the second integral on the right side of (5), we take xm1 and f ðxÞ ¼ xm1 ð1 xÞn1 ¼ ð1 xÞ1n 1 : ðxÞ ¼ ð1 xÞ1n Then f ðxÞ ¼ lim xm1 ¼ 1 (finite) lim x!1 ðxÞ x!1 R1 R1 Therefore, f ðxÞdx and ðxÞdx converge or 1=2 1=2 R1 ðxÞdx ¼ diverge together. But the integral dx 1þx2 . 0 0 verges if and only if 1 m < 1 if and only if m > 0. 1=2 R f ðxÞdx converges at 0 if and only if m is Hence, dx ¼ lim 1 þ x2 b!1 0 1=2 Zb dx ¼ lim ½tan1 xb0 1 þ x2 b!1 0 : 2 ¼ lim tan1 b ¼ b!1 Definition 3.6. Let f be bounded and integrable in Rb ½t; b, where t b. If lim f ðxÞdx is finite, t!1 t Rb then the improper integral 1 converge at 1. Thus, by definition, Zb f ðxÞdx; t! 1 1 ð1xÞ1n 1 dx converges if and only if 1 n < 1 if and only if n is positive. Thus, it follows from (5) R1 that xm1 ð1 xÞn1 dx exists (converges) for all 0 positive values of m and n. f ðxÞdx is said to Zb f ðxÞdx ¼ lim 1=2 R1 3.5 t provided that the limit exists and is finite. EXAMPLE 3.9 R0 Evaluate 1 dx 1þx2. Solution. We have 3.3 Z0 CONVERGENCE OF IMPROPER INTEGRAL WITH INFINITE LIMITS 1 dx ¼ lim 1 þ x2 t! 1 Z0 dx 1 þ x2 t ¼ lim ½tan1 x0t Definition 3.5. Let f be bounded and integrable in ½a; b, where b is any number greater than or equal Rb to a. If lim f ðxÞdx is finite, then the improper t!1 ¼ : 2 b!1 a integral R1 f ðxÞdx is said to converge at 1. a Thus, by definition, Zb Z1 f ðxÞdx ¼ lim f ðxÞdx; b!1 a 0 provided that the limit exists and is finite. Definition 3.7. Let f be bounded and integrable in ½a; b, where b a. If t is any number and both R1 Rt f ðxÞdx and f ðxÞdx converge at 1 and 1, 1 t respectively, then the improper integral R1 1 f ðxÞdx is said to converge at both limits 1 and 1. 3.6 n Engineering Mathematics-II Thus, by definition, for any number t Zt Z1 Z1 f ðxÞdx ¼ f ðxÞdx þ f ðxÞdx; 1 1 1 provided that the integrals on the right exist. 3.3.1 COMPARISON TESTS (A) If 0 f ðxÞ gðxÞ for all x in ½a; x, then R1 R1 (i) f ðxÞdx converges if gðxÞdx converges. a R1 (ii) a gðxÞdx diverges if a EXAMPLE 3.10 R1 Evaluate 1 f ðxÞ ¼ l, (B) If f and g are positive in ½a; x and lim gðxÞ x!1 where l is a non-zero finite number, then the R1 R1 integrals f ðxÞdx and gðxÞdx converge or dx 1þx2. a dx ¼ 1 þ x2 1 ¼ EXAMPLE 3.11 Show that Z1 dx ; xn Z0 1 f ðxÞdx diverges. a Solution. We have Z1 R1 dx þ 1 þ x2 Z1 a diverge together. Further, if lim dx 1 þ x2 0 þ ¼ by Examples 3.8 and 3.9. 2 2 f ðxÞ x!1 gðxÞ R1 gðxÞdx converges, then a and if lim f ðxÞ x!1 gðxÞ then R1 ¼ 1 and R1 ¼ 0 and f ðxÞdx converges a R1 gðxÞdx diverges, a f ðxÞdx diverges. a a > 0 ðComparison IntegralÞ a converges if and only if n > 1: (The test (B) is called the Quotient Test). (C) p-test: If lim xp f ðxÞ ¼ l, then x!1 R1 (i) f ðxÞdx converges if p > 1 and l is finite. (ii) a R1 f ðxÞdx diverges if p 1 and l is non-zero. a Solution. When n 6¼ 1, we have Zb dx 1 1 1 ¼ n1 : n n1 x 1n b a a Therefore, 1 Zb lim b!1 2 dx 1 1 1 ¼ lim n1 n n1 b!1 1 n b x a a ¼ 1 ðn1Þan1 1; ; n>1 n<1 When n ¼ 1, we have Zb EXAMPLE 3.12 Examine the convergence of Z1 2 ex dx ðEulerPoisson IntegralÞ: dx b ¼ ½log xba ¼ log ! 1 x a Solution. Since ex > x2 for all real x, we have R1 1 2 ex < x12 . Since x2 dx is convergent, by the 1 comparison test, the given Euler–Poisson integral is also convergent. EXAMPLE 3.13 R1 Examine the convergence of as b ! 1: 1 Solution. Let a Thus, the given integral converges if n > 1 and diverges if n 1. dx . x1=3 ð1þxÞ1=2 f ðxÞ 1 x1=3 ð1 þ xÞ 1=2 and gðxÞ 1 x1=3 x1=2 ¼ 1 x5=6 : Improper Integrals R1 R1 ¼ 1. Hence, f ðxÞdx and gðxÞdx 1 1 R1 dx behave identically. But x5=6 diverges since 56 < 1. 1 R1 dx Hence, is also divergent. 1=2 1=3 f ðxÞ x!1 gðxÞ Then lim x 1 ð1þxÞ R1 f ðxÞdx is Definition 3.8. The improper integral a R1 called absolutely convergent if jf ðxÞjdx converges. If then R1 R1 a f ðxÞdx converges but a R1 jf ðxÞjdx diverges, a f ðxÞdx is called conditionally convergent. a f ðxÞ ¼ lim ex x!0 gðxÞ x!0 R1 1 ¼ x1p converges 0 R1 lim and R1 gðxÞdx 0 p > 0. Therefore cos x x2 þ1 dx is absolutely convergent. cos x 1 and Solution. Since 2 x þa1 1 þ x2 Z1 Z dx dx ¼ lim ¼ lim ½tan1 xa0 ¼ ; 1 þ x2 a!1 1 þ x2 a!1 2 0 0 1 R dx the integral 1þx 2 is convergent. Therefore, by the 0 R1 cos x comparison test, the integral 1þx2 dx is con0 0 For the integral 0 (For a detailed study on Gamma Function, refer Chapter 4.) Solution. Let R1 f ðxÞdx, we examine the convergence at 1. So, let gðxÞ ¼ x12 so that f ðxÞ xpþ1 ¼ lim x ¼ 0 for all p: x!0 gðxÞ e R1 dx R1 But x2 converges. Therefore, f ðxÞdx converges lim 1 for all p. Therefore, from (6), it follows that the Gamma Function converges for all positive values of p. EXERCISES 1. Examine the convergence of R1 dx (i) x1=3 ð1þx 2Þ 0 Ans. Convergent =2 R f ðxÞ ¼ x e : If p < 1, then 0 is a point of infinite discontinuity of f . Then Z1 Z1 Z1 f ðxÞdx ¼ f ðxÞdx þ f ðxÞdx: ð6Þ For the integral 0 1 f ðxÞdx, we examine the con- 1 vergence at 0. So, let gðxÞ ¼ xp1 ¼ x1p . Then R1 (iii) emx xn dx 0 Ans. Converges for n > 1 2. Examine the convergence of R1 x (i) log x2 dx 1 (ii) 0 log sin x dx Ans. Convergent p1 x R1 if 1 p < 1 or if 0 EXAMPLE 3.15 Examine the convergence of Z1 ex xp1 dx ðGamma FunctionÞ 0 ¼1 1 (ii) vergent. Hence, the result. 3.7 f ðxÞdx converges if p > 0. 0 1 EXAMPLE 3.14 R1 Show that n R1 0 (iii) R1 0 (iv) R1 0 Ans. Convergent 2 sin x x2 dx Ans. Convergent p1 x 1þx dx Ans. Converges for 0 < p < 1 sin xm xp dx Ans. Converges if 1 m < p < 1 þ m R1 x 3. Show that sin xn is absolutely convergent. 1 This page is intentionally left blank. 4 Beta and Gamma Functions Za Za The beta and gamma functions, also called Euler’s Integrals, are the improper integrals, which are extremely useful in the evaluation of integrals. f ðxÞdx ¼ 0 f ða xÞdx; 0 Z1 4.1 The integral R1 xm1 ð1 xÞn1 dx, which converges 0 ¼ bðn; mÞ; m > 0; n > 0: 0 for m > 0 and n > 0 is called the beta function and is denoted by b (m, n). Thus, Z1 xm1 ð1 xÞn1 dx; m > 0; n > 0: bðm; nÞ ¼ Thus, bðm; nÞ ¼ bðn; mÞ; m > 0; n > 0: 2. We have Z1 Beta function is also known as Eulerian Integral of First Kind. As an illustration, consider the integral R1 1 x2 ð1 xÞ4 dx. We can write this integral as 0 Z1 3 x 21 ð1 xÞ51 dx; 0 0 :2 sin h cos h dh which is a beta function, denoted by b 32 ; 5 . But, on the R1 1 other hand, the integral x2 ð1 xÞ3 dx is not a beta Z 2 ¼2 sin2m2 h cos2n2 h sin h cos h dh 0 0 function as n 1 ¼ 3 implies n ¼ 2 (negative). Z2 ¼2 PROPERTIES OF BETA FUNCTION 1. We have sin2m1 h cos2n1 h dh: 0 Thus, Z1 Z1 xm1 ð1 xÞ n1 dx xm1 ð1 xÞn1 dx bðm; nÞ ¼ 0 0 Z1 ð1 xÞm1 ð1 ð1 xÞÞn1 dx; since ¼ 0 ð1Þ Putting x ¼ sin2 h, we get dx ¼ 2sin h cos h dh and therefore, (1) becomes Z2 bðm; nÞ ¼ ðsin2 hÞm1 ð1 sin2 hÞn1 0 bðm; nÞ ¼ xm1 ð1 xÞn1 dx: bðm; nÞ ¼ 0 4.2 xn1 ð1 xÞm1 dx ¼ BETA FUNCTION Z2 ¼2 sin2m1 h cos2n1 h dh: 0 4.2 n Engineering Mathematics-II 3. Let m and n be positive integers. By definition, Z1 xm1 ð1 xÞn1 dx; m > 0; n > 0: bðm; nÞ ¼ t 1 4. Put x ¼ 1þt so that dx ¼ ð1þtÞ 2 dt. Then the expression for beta function reduces to m1 n1 Z1 t t 1 bðm; nÞ ¼ 1 : dt 1þt 1þt ð1 þ tÞ2 0 Integration by parts yields bðm; nÞ ¼ xm1 ð1 xÞn nð1Þ Z1 1 0 ðm nÞxm2 0 m1 ¼ n Hence, if m and n are positive integers, then ðm 1Þ!ðn 1Þ! bðm; nÞ ¼ : ðm þ n 1Þ! 0 Z1 ð1 xÞn dx nð1Þ ¼ 0 Z1 x m2 Z1 n ð1 xÞ dx ¼ 0 0 m1 ¼ bðm 1; n þ 1Þ: n tm1 dt ¼ ð1 þ tÞmþn Z1 bðm; nÞ ¼ m2 bðm 2; n þ 2Þ nþ1 1 bð1; m þ n 1Þ: bð2; m þ n 2Þ ¼ mþn2 bðm 1; n þ 1Þ ¼ 0 ðm 1Þðm 2Þ:::::ð2Þð1Þ nðn þ 1Þðn þ 2Þ:::::ðm þ n 2Þ Z1 x11 ð1 xÞmþn2 dx 0 Z1 0 xm1 dx þ ð1 þ xÞmþn 0 " ðm 1Þ! ðn 1Þ! ð1 xÞmþn1 ¼ ðm þ n 1Þð1Þ ðm þ n 2Þ! ðm 1Þ! ðn 1Þ! 1 ¼ : ðm þ n 2Þ! m þ n 1 Z1 dx ¼ #1 0 Z1 1 xm1 dx ð1 þ xÞmþn ð2Þ ¼ I1 þ I2 ; say: In I2, put x ¼ 1t so that dx ¼ t12 dt and so, Z1 Z0 1m1 1 tmþn 1 t 2 dt ¼ : dt I2 ¼ m1 1 mþn t t ðt þ1Þmþn t2 1þ t 1 ð1 xÞ ðm 1Þ! ðn 1Þ! : ¼ ðm þ n 1Þ! 0 0 ¼ mþn2 xm1 dx: ð1 þ xÞmþn 0 Z1 ðm 1Þ! ½1:2:3::::ðn 1Þ 1:2::::ðn 1Þnðn þ 1Þðn þ 2Þ:::ðm þ n 2Þ ðm 1Þ! ðn 1Þ! ¼ ðm þ n 2Þ! 0 xm1 dx: ð1 þ xÞmþn Since b(m, n) ¼ b(n, m), we have Z1 Z1 xm1 xn1 dx ¼ dx: bðm; nÞ ¼ mþn ð1 þ xÞ ð1 þ xÞmþn bð1;m þ n 1Þ Z1 2. From the property (4), we have Z1 xm1 dx bðm; nÞ ¼ ð1 þ xÞmþn Multiplying the preceding equations, we get ¼ 1 1 : : dt ð1 þ tÞm1 ð1 þ tÞn1 ð1 þ tÞ2 Hence, Similarly, bðm;nÞ ¼ tm1 0 n1 t dt ¼ ð1þtÞmþn Z1 0 0 n1 x dx: ð1þxÞmþn Hence, (2) reduces to Z1 Z1 xm1 xn1 dx bðm; nÞ ¼ mþn dx þ ð1 þ xÞ ð1 þ xÞmþn 0 Z1 ¼ 0 0 xm1 þ xn1 dx; m > 0; n > 0: ð1 þ xÞmþn Beta and Gamma Functions EXAMPLE 4.1 Show that 1 Z 0 0 0 Z1 ð1xÞm xn1 dx; since bðmþ1;nÞ ¼ bðn;mþ1Þ ¼ m1 x dx: ð1 þ xÞmþn ð3Þ 0 ¼ ð1xÞ Since b(m, n) ¼ b(n, m), we have Z1 xn1 dx: bðm; nÞ ¼ ð1 þ xÞmþn 0 Adding (3) and (4), we get Z1 m1 x þ xn1 dx: 2bðm; nÞ ¼ ð1 þ xÞmþn ð4Þ ¼ m n ¼ EXAMPLE 4.2 Show that Za xm1 ða xÞn1 dx ¼ amþn1 bðm; nÞ: 0 Solution. Putting x ¼ ay, we get Za xm1 ða xÞn1 dx m n xn1 ½1ð1xÞð1xÞm1 dx 0 2 m ¼ 4 n Z1 Z1 xn1 ð1xÞm1 dx 0 3 xn1 ð1xÞm dx5 0 m ¼ ½bðn;mÞbðn;mþ1Þ n m m ¼ bðm;nÞ bðmþ1;nÞ: n n 1þ m m bðm þ 1; nÞ ¼ bðm; nÞ n n or ðayÞ m1 n1 a ð1 yÞ n1 :a dy 0 Z1 ðn þ mÞbðm þ 1; nÞ ¼ mbðm; nÞ or a ¼a 0 Z1 0 0 xn mð1xÞm1 ð1Þ: dx n Thus, Z1 ¼ 0 xn1 :xð1xÞm1 dx ðayÞm1 ða ayÞn1 :a dy ¼ n Z1 Z1 Z1 ¼ n 1 mx 0 0 0 m1þn1þ1 m1 y ð1 yÞ n1 dy bðm þ 1; nÞ m ¼ : bðm; nÞ mþn Z1 mþn1 y m1 ð1 yÞn1 dy 0 ¼ amþn1 bðm; nÞ: EXAMPLE 4.3 Show that bðm þ 1; nÞ m ¼ : bðm; nÞ mþn 4.3 Solution. We have Z1 bðmþ1;nÞ ¼ xm ð1xÞn1 dx xm1 þ xn1 dx ¼ 2bðm; nÞ: ð1 þ xÞmþn Solution. We know that 1 Z bðm; nÞ ¼ n EXAMPLE 4.4 Prove that Z2 1 mþ1 nþ1 m n ; ; sin h cos hdh ¼ b 2 2 2 0 m > 1 and n > 1: 4.4 n Engineering Mathematics-II Solution. Put bx ¼ ay so that dx ¼ ab dy in the given integral. This gives Z1 aym1 Z1 xm1 a b dx ¼ : dy ða þ bxÞmþn ða þ ayÞmþn b Solution. We have Z2 sinm h cosn h dh 0 Z2 0 ¼ sin m1 h cos n1 h: sin h cos h dh 0 Z2 ¼ ¼ 0 Z1 1 an b m 0 sin m1 hð1 sin hÞ 2 n1 2 sin h cos h dh: ym1 1 dy ¼ n m bðm; nÞ; ab ð1 þ yÞmþn using property (4) of beta function. 0 Putting sin2 h ¼ x so that 2sin h cos h dh ¼ dx, we get Z2 sinm h cosn h dh 0 Z1 Solution. We know [see property (2)] that Z1 nþ1 1 mþ1 x ð1 xÞ dx ¼ x 2 1 ð1 xÞ 2 1 dx 2 0 0 1 mþ1 nþ1 ¼ b ; ; m > 1 and n > 1: 2 2 2 1 ¼ 2 m1 2 EXAMPLE 4.7 Show that b m; 12 ¼ 22m1 bðm; mÞ. n1 2 Z2 sin2m1 h cos2n1 h dh: bðm; nÞ ¼ 2 ð5Þ 0 Putting n ¼ 1 2, we get Z2 1 b m; ¼ 2 sin2m1 h dh: 2 EXAMPLE 4.5 Show that 0 bðm; nÞ ¼ bðm þ 1; nÞ þ bðm; n þ 1Þ: Now, putting n ¼ m in (5), we have Z2 Solution. By definition, bðm; mÞ ¼ 2 bðm þ 1; nÞ þ bðm; n þ 1Þ Z1 0 Z1 xm ð1 xÞn1 dx þ ¼ 0 xm1 ð1 xÞn dx 0 Z2 0 m1 x ð1 xÞ n1 ½x þ ð1 xÞdx 0 Z1 2m1 Z2 1 ¼2 sin 2h dh 2 0 xm1 ð1 xÞn1 dx ¼ bðm; nÞ: ¼ 0 EXAMPLE 4.6 R1 xm1 Express ðaþbxÞ mþn dx; m; n; a; b > 0 in terms of 0 ðsin h cos hÞ2m1 dh ¼2 Z1 ¼ sin2m1 h cos2m1 h dh beta function. ¼ 1 22m1 Z2 :2 sin2m1 2h dh 0 ¼ 1 Z sin2m1 d; ¼ 2h 22m1 0 ð6Þ Beta and Gamma Functions ¼ 1 22m1 Z2 :2 sin2m1 d 0 1 ¼ 2m1 b m; ; using ð6Þ; 2 2 1 and so, 4.3 1 ¼ 22m1 bðm; mÞ: b m; 2 GAMMA FUNCTION The gamma function is defined as the definite integral Z1 ex xn1 dx; n > 0: ðnÞ ¼ 0 The gamma function is also known as Euler’s Integral of Second Kind. 4.4 PROPERTIES OF GAMMA FUNCTION 1. We have Z1 Z1 x n n x 1 ðnþ1Þ ¼ e x dx ¼ ½x e 0 þn xn1 ex dx 0 0 Z1 ¼n ex xn1 dx ¼ nðnÞ: ð4Þ ¼ 3:ð3Þ ¼ 3:2:1 ¼ 3!; and so on: Moreover, (0) ¼ 1 and ( n) ¼ 1 if n > 0. Also, ðn þ 1Þ ðn þ 1Þðn þ 1Þ ðnÞ ¼ ; n 6¼ 0 ¼ n nðn þ 1Þ ðn þ 2Þ ; n 6¼ 0 and n 6¼ 1 ¼ nðn þ 1Þ ðn þ 2Þðn þ 2Þ ¼ nðn þ 1Þðn þ 2Þ ðn þ 3Þ ; n 6¼ 0; n 6¼ 1; and n 6¼ 2 ¼ nðn þ 1Þðn þ 2Þ ðn þ k þ 1Þ ; n 6¼ 0; n 6¼ 1; ¼ nðn þ 1Þðn þ 2Þ:::ðn þ kÞ n 6¼ 2; and n 6¼ k: Thus, (n) for n < 0 is defined, where k is a leastpositive integer such that n þ k þ 1 > 0. 4.5 RELATION BETWEEN BETA AND GAMMA FUNCTIONS We know that Z1 ðmÞ ¼ Hence, ¼ nðn 1Þðn 2Þðn 2Þ ¼ nðn 1Þðn 2Þ:::3:2:1 ð1Þ ¼ n!ð1Þ: But, by definition, Z1 ð1Þ ¼ ex dx ¼ ½ex 1 0 ¼ 1: et t m1 dt: 0 Putting t ¼ x2 so that dt ¼ 2xdx, we get Z1 2 ðmÞ ¼ 2 ex x2m1 dx: ð7Þ 0 Similarly, we can have Z1 2 ðnÞ ¼ 2 ey y2n1 dy: 0 Therefore, Z1 ðmÞðnÞ ¼ 4 e x2 2m1 x Z1 dx: 0 0 Hence, ðn þ 1Þ ¼ n!; when n is a positive integer: If we take n ¼ 0, then 0! ¼ ð1Þ ¼ 1; 4.5 and so, gamma function defines 0! Further, from the relation (n þ 1) ¼ n(n), we deduce that ð2Þ ¼ 1:ð1Þ ¼ 1!; ð3Þ ¼ 2:ð2Þ ¼ 2:1 ¼ 2!; 0 ðn þ 1Þ ¼ nðnÞ; which is called the recurrence formula for (n). 2. Let n be a positive integer. By property (1), we have ðn þ 1Þ ¼ nðnÞ ¼ nðn 1Þðn 1Þ n 2 0 Z1 Z1 ¼4 0 ey y2n1 dy 0 eðx 2 þy2 Þ 2m1 2n1 x y dx dy: 4.6 n Engineering Mathematics-II Taking x ¼ r cos h and y ¼ r sin h, we have dx dy ¼ rdh dr. Therefore, Z 2 Z1 2 er r2ðmþnÞ1 cos2m1 h ðmÞðnÞ ¼ 4 0 0 sin2n1 h drdh 3 2 Z 2 Z1 2 ¼ 2 42 er r2ðmþnÞ1 dr5 0 cos 0 2m1 h sin " Z 2 ¼ ðm þ nÞ 2 2n1 h dh cos2m1 h 0 # sin2n1 h dh ; usingð1Þ ¼ ðm þ nÞbðm; nÞ using property (7) of beta function: Hence, EXAMPLE 4.9 R2 pffiffiffiffiffiffiffiffiffiffi R2 pffiffiffiffiffiffiffiffiffiffi Express the integrals tan h dh and cot h dh 0 in terms of gamma function. ðmÞðnÞ : ðm þ nÞ 1 Putting m ¼ n ¼ 2, we get 1 1 2 1 1 ¼ 2 b ; 2 2 ð1Þ 2 1 ¼ : 2 bðm; nÞ ¼ 1 1 ¼b ; 2 2 Z1 ¼ x21 ð1 xÞ21 dx 1 1 0 Z1 ¼ 0 2 12 : ¼ 2 2 pffiffiffi 1 ¼ : 2 Hence, Solution. We know that We know that (see Example 4.4) Z2 1 mþ1 nþ1 sinm h cosn hdh ¼ b ; 2 2 2 0 mþ1 nþ1 1 2 2 : ¼ 2 mþnþ2 2 Putting m ¼ n ¼ 0, we get 2 2 Z2 12 12 ¼ : dh ¼ 2ð1Þ 2 0 ðmÞðnÞ bðm; nÞ ¼ : ðm þ nÞ 2 Second Method Thus, EXAMPLE 4.8 pffiffiffi Show that 12 ¼ : Thus, 1 2 " !#1 1 x dx 1 2 ¼ qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 1 ffi ¼ sin 1 1 2 2 0 0 4 x2 ¼ sin1 ð1Þ sin1 ð1Þ ¼ ¼ : 2 2 Hence, pffiffiffi 1 ¼ : 2 Z1 dx pffiffiffipffiffiffiffiffiffiffiffiffiffi ¼ x 1x Z1 0 dx pffiffiffiffiffiffiffiffiffiffiffi x x2 0 Solution. We have 1 Z 2 pffiffiffiffiffiffiffiffiffiffi Z2 Z2 1 sin2 h 1 tan h dh ¼ dh ¼ sin2 h cos 2 h dh 1 2 cos h 0 0 0 1 1 2þ1 2þ1 2 2 34 14 1 1 ¼ ¼ þ2 2ð1Þ 2 2 22 1 3 1 : ¼ 2 4 4 Similarly, we can show that Z 2 pffiffiffiffiffiffiffiffiffiffi 1 3 1 : cot h dh ¼ 2 4 4 0 Beta and Gamma Functions EXAMPLE 4.10 Show that ðnÞð1 nÞ ¼ sinn ; 0 < n < 1: Z2 (Euler’s Reflection Formula) 0 Solution. We know that Z1 bðm; nÞ ¼ 0 Also, bðm; nÞ ¼ Therefore, xn1 dx: ð1 þ xÞmþn ðmÞðnÞ ; m > 0 and n > 0: ðm þ nÞ ðmÞðnÞ ¼ ðm þ nÞ Z1 n1 x dx: ð1 þ xÞmþn 0 Putting m ¼ 1n so that m > 0 implies n < 1, we get Z1 n1 ðnÞð1 nÞ x dx ¼ ð1 þ xÞ ð1Þ n pþ1 qþ1 2 2 sin h cos h dh ¼ : 2 pþqþ2 2 p q 4.7 ð8Þ Putting q ¼ 0 in (8), we get 1 pffiffiffi Z2 pþ1 pþ1 2 2 2 : sinp h dh ¼ pþ2 ¼ pþ2 2 2 2 2 0 Similarly, taking p ¼ 0, we get pffiffiffi Z2 ðqþ1Þ 2 q cos h dh ¼ qþ2 : 2 2 0 EXAMPLE 4.12 Show that ðmÞ m þ 1 2 ¼ pffiffiffi ð2mÞ 22m1 ðDuplication FormulaÞ: 0 or Z1 ðnÞð1 nÞ ¼ xn1 dx ¼ ; 0 < n < 1: 1þx sin n 0 EXAMPLE 4.11 Show that Z2 ðmÞðnÞ : sin2m1 h cos2n1 hdh ¼ 2ðm þ nÞ 0 Hence, evaluate R2 0 sinp h dh and R2 cosp h dh: 0 Solution. We know that Z2 2 sin2m1 h cos2n1 h dh ¼ bðm; nÞ 0 or Z 2 1 sin2m1 h cos2n1 h dh ¼ :bðm; nÞ: 2 0 But, bðm; nÞ ¼ ðmÞðnÞ ðmþnÞ . Therefore, Z2 Solution. In Example 4.7, we have shown that 1 b m; ¼ 22m1 bðm; mÞ: 2 Converting into gamma function, we get ðmÞ 12 ðmÞðmÞ ¼ 22m1 : ð2mÞ m þ 12 pffiffiffi Since 12 ¼ p ;ffiffiffiwe get ðmÞ ¼ 22m1 1 ð2mÞ mþ2 or pffiffiffi 1 ¼ 2m1 ð2mÞ: ðmÞ m þ 2 2 EXAMPLE 4.13 Show that Z1 eax xn1 dx ¼ ðnÞ ; an 0 where a and n are positive. Deduce that R1 ax n1 e x cos bx dx ¼ rðnnÞ cos nh (i) 0 ðmÞðnÞ sin2m1 h cos2n1 h dh ¼ : 2ðm þ nÞ 0 If we put 2m 1 ¼ p and 2n 1 ¼ q, then this result reduces to (ii) R1 0 eax xn1 sin bx dx ¼ rðnnÞ sin nh; where r2 ¼ a2 þ b2 and h ¼ tan1 ba. Also evaluate R1 ax R1 e cos bx dx and eax sin bx dx: 0 0 4.8 n Engineering Mathematics-II Solution. Put ax ¼ z, so that adx ¼ dz, to get Z1 Z1 n1 z dz ax n1 e x dx ¼ ez : a a 0 EXAMPLE 4.14 Show that 0 1 ¼ n a Z1 ez zn1 dz ¼ ð nÞ : ð9Þ an pffiffiffi ð2n þ 1Þ : 2n 2 ðn þ 1Þ pffiffiffi Hence, deduce that 14 34 ¼ 2. nþ 1 2 ¼ 0 Replacing a by a þ ib in (9), we get Z1 ð nÞ eðaþibÞx xn1 dx ¼ : ða þ ibÞn ð10Þ Solution. We know that Z2 bðm; nÞ ¼ 2 sin2m1 h cos2n1 h dh: 0 0 But as, eðaþibÞx ¼ eax :eibx ¼ eax ðcos bx i sin bxÞ and taking a ¼ r cos h and b ¼ r sin h, De-Moivre’s Theorem implies ða þ ibÞn ¼ ðr cos h þ ir sin hÞn ¼ rn ðcos h þ i sin hÞn 0 ¼ rn ðcos nh þ i sin nhÞ: 1 Therefore, (10) reduces to Z1 ½eax ðcosbxisinbxÞxn1 dx 0 ð nÞ ð nÞ ¼ n ¼ n ðcosnhþisinnhÞ1 r ðcosnhþisinnhÞ r ð nÞ ¼ n ðcosnhisinnhÞ: r Equating real- and imaginary parts on both sides, we get Z1 ð nÞ eax xn1 cos bx dx ¼ n cos nh r and 0 Z1 eax xn1 sin bx dx ¼ ð nÞ sin nh: rn 0 If we put n ¼ 1, then Z2 ð 1Þ r cos h a cos h ¼ eax cos bx dx ¼ ¼ 2 r r2 a þ b2 0 and Z2 0 Therefore, 1 1 b nþ ;nþ 2 2 Z2 Z2 sin 2h 2n 2n 2n dh ¼ 2 sin hcos h dh ¼ 2 2 eax sin bx dx ¼ ð 1Þ r sin h b sin h ¼ 2 ¼ 2 : r r a þ b2 ¼ 1 sin 2h dh ¼ 2n : 2 Z sin2n d; ¼ 2h 2n 22n1 0 1 ¼ 2n :2 2 0 Z2 Z2 0 " pffiffiffi# 2nþ1 2 sin d ¼ 2n1 2nþ2 2 2 2 2n 0 1 ðsee Example 2:11Þ pffiffiffi n þ 12 : ¼ 2n 2 ðn þ 1Þ Also, n þ 12 n þ 12 1 1 b n þ ;n þ ¼ ð2n þ 1Þ 2 2 2 n þ 12 : ¼ ð2n þ 1Þ From (11) and (12), we have pffiffiffi 1 ð2n þ 1Þ nþ ¼ 2n : : 2 ðn þ 1Þ 2 Further, putting n ¼ 14, we have pffiffiffi 3 rffiffiffi 3 ¼ pffiffiffi : 25 ¼ 4 2 2 4 Hence, 1 1 2 2 : 1 1 4 4 pffiffiffi 3 1 ¼ 2: 4 4 ð11Þ ð12Þ Beta and Gamma Functions EXAMPLE 4.15 Show that Z 2 pffiffiffiffiffiffiffiffiffiffi Z 2 pffiffiffiffiffiffiffiffiffiffi 1 1 3 ¼ pffiffiffi : tanh dh ¼ coth dh ¼ 2 4 4 2 0 0 0 0 0 0 0 EXAMPLE 4.16 Show that Z1 1 p1 ðpÞ q1 y log dy ¼ p ; p > 0; q > 0: y q 0 Solution. Putting log 1y ¼ x, we have 1y ¼ e x or y ¼ ex x and so, dy ¼ e dx. Therefore, 1 Z 1 p1 yq1 log dy y 0 Z0 eðq1Þx x p1 ðex Þdx ¼ 0 Solution. We have Z2 Z 2 pffiffiffiffiffiffiffiffiffi dh sinh dh: pffiffiffiffiffiffiffiffiffi sinh 0 But, pffiffiffi 1 3 ¼ 2 ðExample 2:14:Þ 4 4 Hence, Z 2 pffiffiffiffiffiffiffiffiffiffi Z 2 pffiffiffiffiffiffiffiffiffiffi tan h dh ¼ cot h dh ¼ pffiffiffi : 2 Z2 ¼ 1 2 Z2 sin h dh: 0 1 sin 2 h dh: ¼ 0 Z1 ¼ 0 1 ¼ p q 1 0 pffiffiffi 12þ1 pffiffiffi 2 34 14 : ¼ 1þ2 : : ¼ : 2 12þ2 2 54 34 4 2 2þ1 2 2 2 ðsee Example 5:11Þ 14 14 ¼ 5 : ¼ 1 1 : ¼ : 4 4 4 4 4 EXAMPLE 4.18 Prove that Z1 1 n1 log dy ¼ ðnÞ; n > 0: y 0 Solution. Putting log 1y ¼ x; that is, 1y ¼ e x or y ¼ ex, we have dy ¼ exdx. Hence, Z1 Z0 1 n1 log dy ¼ xn1 ex dx y 1 0 Z1 1 Z1 ¼ eqx x p1 dx et Z1 0 ex xn1 dx 0 ¼ ðnÞ; n > 0: p1 t dt : ; putting qx ¼ t q q et tp1 dt ¼ 4.9 EXAMPLE 4.17 Show that Z2 Z 2 pffiffiffiffiffiffiffiffiffiffi dh sin h dh: pffiffiffiffiffiffiffiffiffiffi ¼ : sin h 0 Solution. In Example 4.9, we have proved that Z 2 pffiffiffiffiffiffiffiffiffiffi Z 2 pffiffiffiffiffiffiffiffiffiffi 1 1 3 : tan h dh ¼ cot h dh ¼ 2 4 4 n ðpÞ : qp EXAMPLE 4.19 3 R1 Evaluate x4 log 1x dx: 0 Solution. Putting log 1x ¼ y, that is, 1x ¼ ey or x ¼ ey, we have dx ¼ ey dy. Therefore, 4.10 n Engineering Mathematics-II Z1 1 x x4 log 3 0 Solution. Putting x2 ¼ tan h, we have 2xdx ¼ sec2 h dh. Therefore, dx ¼ e4y :y3 :ey dy ¼ e5y :y3 dy Z1 Z4 dx sec2 h 1 1 0 pffiffiffiffiffiffiffiffiffiffiffiffiffi ¼ pffiffiffiffiffiffiffiffiffiffiffiffiffi pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi dh 1 4 Z 1þx 1 þ tan2 h 2 tan h 3 dt 0 0 t t : ; putting 5y ¼ t ¼ e : Z4 Z4 125 5 2 1 sec h 1 1 dh 0 pffiffiffiffiffiffiffiffiffiffi : dh ¼ ¼ 1 1 Z1 2 sec h 2 tan h sin2 h cos2 h 1 1 6 0 0 t 3 ¼ ð3Þ ¼ : e :t dt ¼ Z4 Z4 625 625 625 1 dh 1 dh 0 ¼ ¼ 2 ðsin h cos hÞ12 2 sin 2h12 Z0 Z1 0 EXAMPLE 4.20 Show that Z1 x m ðlog xÞn dx ¼ 0 1 ¼ pffiffiffi 2 ð1Þn n! ðm þ nÞ : nþ1 1 ¼ pffiffiffi 2 2 y Solution. Putting log x ¼ y, we have x ¼ e and so, dx ¼ ey. When x ¼ 1, y ¼ 0 and when x ? 0, y ? 1. Therefore, 2 ¼ pffiffiffi 4 2 xm ðlogxÞn dx ¼ e n dh 1 pffiffiffiffiffiffiffiffiffiffiffiffi ¼ pffiffiffi 2 sin 2h Z2 0 0 d pffiffiffiffiffiffiffiffiffiffi; ¼ 2h 2 sin sin 2 cos0 d 1 Z2 sin 2 cos0 d 1 R2 since bðm; nÞ ¼ 2 sin2m1 cos2n1 d: 0 my Z2 0 1 1 1 ¼ pffiffiffi b ; ; 4 2 4 2 Z1 Z0 0 2 0 Z4 y Z1 ðyÞ ðe Þdy ¼ ð1Þ n 0 ðmþ1Þy e :y dy n EXAMPLE 4.22 Show that n Z1 t dt n Z 2 pffiffiffiffiffiffiffiffiffiffi pffiffiffiffiffiffiffiffiffiffi et : ¼ ð1Þ ; putting ðmþ1Þ y ¼ t mþ1 mþ1 tan h þ sec h dh 1 0 0 ¼ ¼ Z1 ð1Þn ðmþ1Þ nþ1 0 ð1Þn n! ðmþ1Þnþ1 et tn dt ¼ ðnþ1Þ ðmþ1Þnþ1 0 " pffiffiffi # 1 1 3 ¼ þ 3 : 2 4 4 4 : Solution. We have Z 2 pffiffiffiffiffiffiffiffiffiffi pffiffiffiffiffiffiffiffiffiffi tan h þ sec h dh EXAMPLE 4.21 Prove that Z1 0 ð1Þn 0 dx 1 1 1 pffiffiffiffiffiffiffiffiffiffiffiffiffi ¼ pffiffiffi b ; : 1 þ x4 4 2 4 2 Z 2 pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi Z 2 pffiffiffiffiffiffiffiffiffiffi tan h dh þ sec h dh ¼ 0 0 Beta and Gamma Functions Z2 1 2 ¼ sin h cos 1 2 Z2 h dh þ 0 ¼ 2 2 Let sin h cos 0 1 2 h dh I¼ Z sin2 h cos 2 h dh þ 1 1 0 2 2 1 3 1 1 1 1 þ b ; ¼ b ; 2 4 4 2 2 4 " # 12 14 1 34 14 þ ¼ ð1Þ 2 34 # " 12 1 1 3 þ 3 ¼ 2 4 4 4 " pffiffiffi # 1 1 3 ¼ þ 3 : 2 4 4 4 4.6 Z sin0 h cos 2 h dh where D is the domain where X 0, Y Y þ Z 1. Thus, Z1 Z1Y qþr I ¼a Y q1 Z r1 dZ dY 0 ¼ aqþr (The Dirichlet’s Theorem can be extended to a finite number of variables). Proof: Since x þ y þ z 1, we have y þ z 1 x ¼ a. Therefore, ZZZ x p1 y q1 z r1 dx dy dz V Z Z1 Z1x 1xy xp1 yq1 zr1 dx dy dz ¼ x 0 0 2 p1 4 3 Za Zay y 0 0 q1 r1 z aqþr r Zr r 1Y dY 0 Z1 Y q1 ð1 Y Þr dY 0 V x Y q1 0 ¼ 0, and 0 Z1 Theorem 4.1 (Dirichlet). If V is the region, where x Z Z0, Z y 0, z 0, and x þ y þ z 1, then ðpÞðqÞðrÞ xp1 yq1 zr1 dx dy dz ¼ : ðp þ q þ r þ 1Þ 0 ðaY Þq1 ðaZÞr1 :a2 dZ dY ; I¼ D 0 The following theorems of Dirichlet and Liouville are useful in evaluating multiple integrals. Z1 0 Putting y ¼ aYZ and z ¼ aZ, this integral reduces to 1 DIRICHLET’S AND LIOUVILLE’S THEOREMS ¼ yq1 zr1 dz dy: 0 2 4.11 Za Zay 0 2 n dz dy5dx: aqþr aqþr ðqÞðr þ 1Þ ¼ bðq; r þ 1Þ ¼ r r ðq þ r þ 1Þ ðqÞðrÞ : ¼ aqþr ðq þ r þ 1Þ Hence, (1) yields ZZZ xp1 yq1 zr1 dx dy dz V Z1 ðqÞðrÞ p1 qþr x a dx ðqþr þ1Þ 0 Z ðqÞðrÞ x p1 ð1xÞqþr dx; since a ¼ 1x ¼ ðqþr þ1Þ ðqÞðrÞ ¼ bðp; qþr þ1Þ ðqþr þ1Þ ðqÞðrÞ ðpÞðqþr þ1Þ ðpÞðqÞðrÞ : ¼ : ¼ ðqþr þ1Þ ðpþqþr þ1Þ ðpþqþr þ1Þ ¼ Remark 4.1. If x þ y þ z h, then by putting y x z h ¼ X ; h ¼ Y ; and h ¼ Z, we have X þ Y þ Z h h ¼ 1 and so, the Dirichlet’s Theorem takes the form ZZZ x p1 y q1 z r1 dx dy dz V ð1Þ ¼ ðpÞðqÞðrÞ pþqþr : :h ðq þ r þ 1Þ 4.12 n Engineering Mathematics-II Theorem 4.2 (Liouville). If x, y, and z are all positive such that Z Z Zh1 < x þ y þ z < h2, then f ðx þ y þ zÞxp1 yq1 zr1 dx dy dz ¼ ðpÞðqÞðrÞ ðp þ q þ rÞ Zh2 f ðhÞhpþqþr1 dh: h1 (Proof, not provided here, is a slight modification of the proof of Dirichlet’s Theorem). EXAMPLE 4.23 RRR Evaluate x y z dx dy dz taken throughout the ellipsoid x 2 y2 z2 þ þ 1: a2 b2 c 2 Solution. Put x2 a2 ¼ X; 1 2 y2 b2 ¼ Y , and z2 c2 1 2 ¼ Z to get 1 x ¼ aX ; y ¼ bY ; and z ¼ cZ 2 Solution. We wish to evaluate ZZZ dx dy dz under the condition ax þ by þ cz ¼ 1. Putting y x z a ¼ X ; b ¼ Y , and c ¼ Z, we get X þ Y þ Z ¼ 1. Also dx ¼ adX, dy ¼ bdY, and dz ¼ cdZ. Therefore, using Dirichlet’s Theorem, the required volume of the tetrahedron is ZZZ V¼ dx dy dz ZZZ ¼ abc dX dY dZ ZZZ ¼ abc X 11 Y 11 Z 11 dX dY dZ ð1Þð1Þð1Þ ð1 þ 1 þ 1 þ 1Þ abc abc abc ¼ ¼ : ¼ ð4Þ 3! 6 ¼ abc and a2 b2 c2 xdx ¼ dX ; ydy ¼ dY ; and zdz ¼ dZ: 2 2 2 The condition, under this substitution, becomes EXAMPLE 4.25 RRR l1 m1 n1 z dx dy dz, where Evaluate x y p x >q 0, y > 0, and z > 0 under the condition ax þ by þ zr c 1. X þ Y þ Z 1: Therefore, Z Z Z for the first quadrant, xyz dx dy dz ZZZ ¼ ðxdxÞðydyÞðzdzÞ Z Z Z 2 2 2 a b c ¼ dX dY dZ 2 2 2 Z Z Z a2 b2 c 2 X 11 Y 11 Z 11 dX dY dZ ¼ 8 a2 b2 c2 ð1Þð1Þð1Þ ; ¼ 8 ð1 þ 1 þ 1 þ 1Þ by Dirichlet’s Theorem a2 b2 c 2 1 a2 b2 c 2 a2 b2 c 2 : ¼ : ¼ ¼ 8 8:3! 48 ð4Þ Therefore, value for the whole of the 2 2of2 the integral 2 2 2 b c ellipsoid is 8 a 48 ¼ a b6 c : EXAMPLE 4.24 The plane ax þ by þ cz ¼ 1 meets the axes in A, B, and C. Find the volume of the tetrahedron OABC. Solution. Put x p a ¼ X; y q b ¼ Y ; and z r c ¼ Z so that a 1 dx ¼ X p1 dX ; p b 1 dy ¼ Y q1 dY ; and q c 1 dz ¼ Z r1 dZ: r Therefore, ZZZ xl1 ym1 zn1 dx dy dz ZZZ 1 m1 1 n1 1 l1 bY q cZ r ¼ aX p abc 1p1 1q1 11 X Y Z r dX dY dZ pqr ZZZ l m al bm c n n ¼ X p1 Y q 1 Z r 1 dX dY dZ pqr l m n al bm c n p q r : : ¼ pqr 1 þ l þ m þ n p q r Beta and Gamma Functions EXAMPLE 4.26 R R m1 n1 y 2 dx dy over the Show that x positive 2 m n octant of the ellipse ax2 þ by2 ¼ 1 is a2nb b m2 ; n2 þ 1 : 2 ¼ 2 Solution. Putting ax2 ¼ X and by2 ¼ Y , we get x ¼ pffiffiffiffi pffiffiffiffi 1 a X and y ¼ b Y and dx ¼ a2 X 2 dX and dy ¼ b2 1 Y 2 dY . Therefore, ZZ xm1 yn1 dxdy ZZ n1 a 1 b 1 m1 ¼ am1 X 2 bn1 Y 2 X 2 Y 2 dXdY 2 2 Z Z am bn m n X 2 1 Y 21 dX dY ¼ 4 am bn m2 n2 am bn m2 n2 n2 ¼ 4n : mþn : ¼ 4 1 þ m2 þ n2 2 þ1 2 am bn m2 n2 þ 1 am bn m n : b ; þ 1 : ¼ ¼ 2n 2n 2 2 mþn 2 þ1 EXAMPLE 4.28 R a pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi Evaluate 0 x4 a2 x2 dx using Gamma function. Solution. Putting x p ¼ ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi a sin h, we get ffi dx ¼ a cos h dh pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 2 2 2 2 2 and a x ¼ a a sin h ¼ a cos h. When x ¼ 0; h ¼ 0 and when x ¼ a; h ¼ 2. Therefore Za pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi I ¼ x4 a2 x2 dx 0 Z2 a4 sin4 hða cos hÞða cos hÞdh ¼ 0 Z2 MISCELLANEOUS EXAMPLES EXAMPLE 4.27 R1 Evaluate 0 Since using Beta and Gamma functions. 0 Z1 2 1 t 3 1 t31 dt ¼ 1 2 dt 1þt 6 ð1 þ tÞ3þ3 0 0 1 1 2 ; ; since bðm; nÞ ¼ b 6 3 3 Z1 xm1 ¼ dx ð1 þ xÞmþn 0 1 13 23 1 13 23 ¼ ¼ ð1Þ 6 13 þ 23 6 1 1 2 ¼ 6 3 3 1 ¼ 6 Z1 sin4 h cos2 h dh: 6 0 sin h cosn h dh ¼ 12 m n1 ðmþ1 2 Þ ð 2 Þ ðmþnþ2 2 Þ , we have 5 3 2 2 2 ð4Þ pffiffiffi pffiffiffi a6 32 : 12 : 12 a6 : ¼ ¼ 2 32 3! I ¼ a6 1 Solution. Putting x6 ¼ t, we have x ¼ t6 and so 5 dx ¼ 16 t 6 . When x ¼ 0; t ¼ 0 and when x ¼ 1; t ¼ 1. Therefore Z1 1 Z1 x dx 1 t6 5 t 6 dt ¼ 1þt 1 þ x6 6 0 R2 0 x dx 1þx6 4.13 1 2 ; using ðnÞ 1 6 sin 3 n ð0 < nÞ: ¼ sin n ¼a 4.7. n EXAMPLE 4.29 R 1 xn ... ðn1Þ ffidx ¼ 2:4: Show that 0 pffiffiffiffiffiffiffi 1:3: 5: ... n , where n is odd 1x2 integer. Solution. Putting x ¼ sin h, we have dx ¼ cos h dh. Therefore Z1 0 xn pffiffiffiffiffiffiffiffiffiffiffiffi dx ¼ 1 x2 Z2 0 sinn h cos h dh cos h Z2 ¼ sinn h dh 0 pffiffiffi nþ1 2 nþ2 (see Example 4.11): ¼ 2 2 4.14 n Engineering Mathematics-II Since n is odd, we take n ¼ 2m þ 1. Therefore Z1 xn pffiffiffiffiffiffiffiffiffiffiffiffiffi dx 1 x2 0 pffiffiffi ðm þ 1Þ ¼ 2 m þ 32 2 pffiffiffi mðm 1Þðm 2Þ . . . 3:2:1 ¼ 1 1 3 3 1 1 2 ðm þ 2Þðm 2Þðm 2Þ . . . 2 2 ð2Þ 2mð2m 2Þð2m 4Þ . . . 6:4:2 ð2m þ 1Þð2m 1Þð2m 3Þ . . . 3:1 ðn 1Þðn 3Þðn 5Þ . . . 6:4:2 ; ðn oddÞ ¼ nðn 2Þ . . . 5:3:1 ¼ which was to be established. 2. Show that Z1 pffiffiffi x3 xe dx ¼ pffiffiffi : 3 0 3. Show that Z1 x2n1 eax dx ¼ 2 ðnÞ : 2an 0 4. Show that Z1 a x ða þ 1Þ dx ¼ ; if a > 1: ax ðlog aÞaþ1 0 5. Show that Z2 Solution. Putting ax ¼ Therefore Z1 xm e a 2 2 x pffiffi 1 z, we have a dx ¼ 12 z 2 dz. 8 : 77 0 6. Show that Zb 1 dx ¼ 2a 0 5 sin3 x cos2 xdx ¼ EXAMPLE 4.30 R1 2 2 Show that 0 xm e a x dx ¼ 2a1mþ1 mþ1 2 . Z1 pffiffim z 1 z e z 2 dz a ðxaÞm ðbxÞn dx ¼ ðbaÞmþnþ1 bðmþ1;nþ1Þ: a 0 ¼ ¼ 1 2amþ1 1 2amþ1 Z1 0 Z1 0 1 ¼ mþ1 2a EXERCISES 1. Show that : (i) bð2:5; 1:5Þ ¼ 16 9 7 5 : ¼ (ii) b 2 ; 2 pffiffiffi 3 1 2048 (iii) 4 4 ¼ 2: ez z m1 2 ez z 7. Prove that dz mþ1 2 1 Z1 dz mþ1 : 2 xn ea x dx ¼ 2 2 1 nþ1 ; n > 1: 2anþ1 2 0 8. Show that Z1 0 x2 dx pffiffiffiffiffiffiffiffiffiffiffiffiffi : 1 x4 Z1 0 dx pffiffiffiffiffiffiffiffiffiffiffiffiffi ¼ pffiffiffi: 4 4 2 1þx 9. Prove that Z1 0 xdx 1 2 1 pffiffiffiffiffiffiffiffiffiffiffiffiffi ¼ b ; : 1 x5 5 5 2 Beta and Gamma Functions ZZZ 10. Show that Z1 0 Hint : Mass ¼ pffiffiffi 1n dx : pffiffiffiffiffiffiffiffiffiffiffiffiffi ¼ : n 1n þ 12 1 xn (ii) (iii) R1 0 R1 1 n1 log x ex dx 0 12. Show that 2 R1 0 13. Show that R1 0 dx (ii) (iii) 12 R1 0 R1 0 x3 ex dx ¼ 19 2 ey yn1 dy ¼ ðnÞ. et t 2 dt ¼ 12 1 1 3 1 2 . x2n1 eax dx ¼ ðnÞ 2an . 2 R1 pffiffiffi x2 R1 x2 xe dx: epffiffix dx ¼ 2p ffiffi2. 0 0 Put x y þ a b x y z ¼ X ; ¼ Y ; and ¼ Z and proceed: a b c b c . Ans. ma720 17. Show that the volume of the solid bounded pffiffi by the coordinate planes and the surface ax þ qffiffi pffiffi y z abc bþ c ¼ 1 is 90 . 2 2 2 2 . 14. Show that yb(x þ 1, y) ¼ xb(x, y þ 1). 15. Show that 4.15 z þ 1 c ZZZ ¼ mxyz dx dy dz 11. Express the integrals in terms of gamma function: R1 Ans. (i) ðnÞ (i) xp1 ekx dx; k > 0 kn . 0 dx dy dz; 0 n 16. The plane ax þ by þ cz ¼ 1 meets the axes in A, B, and C, respectively. Find the mass of the tetrahedron OABC if the density at any point is ¼ m xyz. 2 2 18. Find the volume of the ellipsoid ax2 þ by2 þ cz2 ¼ 1. Z Z Z Hint : V ¼ 8 dxdydz: x2 y2 z2 ¼ X ; 2 ¼ Y ; and 2 ¼ Z; 2 a b c and use Dirichlet’s Theorem to get 4 V¼ abc: 3 Put 19. Show that the entire volume of the solid x23 y23 z23 4 a þ b þ c ¼ 1 is 35 abc. This page is intentionally left blank. 5 Laplace Transform The study of Laplace transform is essential for engineers and scientists because these transforms provide easy and powerful means of solving differential and integral equations. The Laplace transforms directly provides the solution of differential equations with given boundary values without finding the general solution first. A Laplace transform is an extension of the continuous-time Fourier transform motivated by the fact that this transform can be used to a wider class of signals than the Fourier transform can. In fact, Fourier transform does not converge for many signals whereas the Laplace transform does. Fourier transform is not applicable to initial-value problems whereas Laplace transform is applicable. Also some functions like sinusoidal functions and polynomials do not have Fourier transform in the usual sense without the introduction of generalized functions. Causal functions (which assume zero value for t < 0) are best handled by Laplace transforms. 5.1 DEFINITION AND EXAMPLES OF LAPLACE TRANSFORM Definition 5.1. Let f (t) be a function of t defined for t > 0. Then the one-sided Laplace transform (or merely Laplace transform) of f(t), denoted by L{ f (t)} or F(s), is defined by Z1 Lf f ðtÞg ¼ FðsÞ ¼ est f ðtÞdt; s 2 R or C; 0 provided that the integral converges for some value of s. The defining integral is called the Laplace integral. Definition 5.2. The two-sided Laplace transform of a function f (t) is defined by Z1 est f ðtÞdt Lf f ðtÞg ¼ 1 for all values of s, real or complex for which the integral converges. The defining integral in this case is called twosided Laplace integral. The symbol L, which transforms f (t) into F(s) is called Laplace operator. Thus the Laplace transform of a function exists only if the Laplace integral converges. The following theorem provides sufficient conditions for the existence of Laplace transform. Theorem 5.1. Let f (t) be piecewise continuous in every finite interval 0 t N and be of exponential order c for t > N. Then Laplace transform of f (t) exists for all s > c. Proof: Since f (t) is piecewise continuous on every finite interval [0, N] and est is also piecewise continuous on [0, N] for N > 0, it follows that e–st f (t) is integrable on [0, N]. For any positive number N, we have ZN Z1 Z1 st st e f ðtÞ dt ¼ e f ðtÞdt þ est f ðtÞdt: 0 0 N By the above arguments, the first integral on the right exists. Further, since f (t) is of exponential order c for t > N, there exists constant M such that | f (t)| M ect for t 0 and so Z1 Z1 Z1 st st j e f ðtÞdtj je f ðtÞjdt jest f ðtÞjdt N N Z1 0 0 est M ect dt ¼ M : sc Thus the Laplace transform L { f (t)} exists for s > c. 5.2 n Engineering Mathematics-II Remark 5.1. The conditions of the Theorem 5.1 are sufficient but not necessary for the existence of Laplace transform of a function. Thus Laplace transform may exist even if these conditions are not satisfied. For example, f (t) ¼ t–1/2 does not satisfy these conditions but its Laplace transform does exist (see Example 5.8). EXAMPLE 5.1 Find Laplace transform of unit step function f defined by f (t) ¼ 1, t 0. Solution. By definition of Laplace transform, we have ZT Z1 st est dt Lf f ðtÞg ¼ e dt ¼ lim es e2s ð1 es Þ þ 2 ð1 es Þ s s e3s ð1 es Þ þ . . . þ3 s es ð1 es Þ½1 þ 2es þ 3e2s þ . . . ¼ s es 1 ð1 es Þ ¼ s ð1 es Þ2 es 1 ¼ : ¼ sð1 es Þ sðes 1Þ ¼ EXAMPLE 5.4 Find Laplace transform of f (t) ¼eat, t 0. Solution. By the definition of Laplace transform, ZT Z1 we have st at est T 1 est 1 e e dt ¼ lim eðsaÞt dt Lf f ðtÞg ¼ ¼ if s > 0: ¼ lim ¼ lim T !1 T !1 s 0 T !1 s s 0 0 T!1 0 0 EXAMPLE 5.2 Find the Laplace transform of the unit ramp function f defined by f (t) ¼ t, t 0. Solution. Using integration by parts, we get ZT Z1 st Lf f ðtÞg ¼ t e dt ¼ lim t est dt T !0 0 0 ( ) est T est T ¼ lim t 2 T !1 s 0 s 0 1 esT T esT 1 ¼ 2 if s > 0: ¼ lim 2 2 T !1 s s s s EXAMPLE 5.3 Find L{ f (t)}, where f (t) ¼ [t], t > 0. Solution. We have Z1 Lf f ðtÞg ¼ est f ðtÞ dt ¼ e 0 st T !1 eðsaÞ ðs aÞ T 1 eðsaÞT T!1 sa ¼ lim 0 1 ; if s > a: ¼ sa The result of this example holds for complex numbers also. EXAMPLE 5.5 Find Laplace transforms of f (t) ¼ sin at and g (t) ¼ cos at. Solution. Since Z eat ða sin bt b cos btÞ ; eat sin bt dt ¼ a 2 þ b2 and Z eat ða cos bt þ b sin btÞ eat cos bt dt ¼ ; a2 þ b 2 we have Z1 Lfsin atg ¼ 0 Z1 ¼ lim Z2 ð0Þ dt þ e 1 st Z3 dt þ 0 e 2 est sin at dt st st 2 st 3 st 4 e þ 2 e þ 3 e þ . . . ¼ s 1 s 2 s 3 2dt þ . . . ZT ¼ lim T !1 0 ¼ lim T !1 est sin at dt est ðs sin at a cos atÞ s 2 þ a2 T 0 Laplace Transform a est ðs sin a T þ a cos aT Þ ¼ lim 2 T !1 s þ a2 s 2 þ a2 a if s > 0; ¼ 2 s þ a2 and Z1 Lfcos atg ¼ est cos at dt ZT ¼ lim T!1 1 snþ1 Z 0 eu uðnþ1Þ1 du ¼ est cos at dt est ðs cos at þ a sin atÞ T ¼ lim T!1 s 2 þ a2 0 s est ðs cos aT a sin aT Þ ¼ lim 2 T!1 s þ a2 s 2 þ a2 s if s > 0: ¼ 2 s þ a2 EXAMPLE 5.6 Find the Laplace transforms of f (t) ¼ sinh at and g (t) ¼ cosh at. Solution. Since sinh at ¼ e at eat , 2 we have Z1 at at e e ¼ est dt 2 eat eat 2 Lfsinh atg ¼ L Solution. Putting st ¼ u, we have Z1 n Z1 u du : Lf f ðtÞg ¼ est tn dt ¼ eu s s ¼ 0 0 Z1 Z1 1 1 st at ¼ e e dt est eat dt 2 2 0 0 1 1 ¼ Lfeat g Lfeat g 2 2 1 1 1 a ¼ 2 ¼ ; s > jaj: 2 sa sþa s a2 at Again, since cosh at ¼ e þe ; proceeding as 2 above, we have 1 1 Lfcosh atg ¼ Lfeat g þ Lfeat g 2 2 1 1 1 þ ¼ 2 sa sþa s ; s > jaj: ¼ 2 s a2 at 5.3 EXAMPLE 5.7 Find Laplace transform of f (t) ¼ tn, where n is a positive integer. 0 0 n ðn þ 1Þ snþ1 for s > 0 and n þ 1 0; by the definition of gamma function. Since n is positive integer, G(n þ 1) ¼ n! and so n! Lftn g ¼ nþ1 : s Remark 5.2. Integrating the defining formula for Laplace transform of tn by parts, we have Z1 n Lft g ¼ tn est dt 0 tn est ¼ s 1 0 n þ s Z1 tn1 est dt: 0 The integral on the right exists and the lower limit can be used in the first term if n 1. Since s > 0, the exponent in the first term goes to zero as t tends to infinity. Thus, we obtain a general recurrence formula, n Lftn g ¼ Lftn1 g; n 1: s Hence, by induction, we get the sequence 1 ðby Example 5:1Þ Lft0 g ¼ Lf1g ¼ s 1 1 Lftg ¼ Lft0 g ¼ 2 s s 2 Lftg ¼ 3 s ...... ...... n! Lftn g ¼ nþ1 : s EXAMPLE 5.8 Find the Laplace transform of f ðtÞ ¼ t1=2 . 5.4 n Engineering Mathematics-II Solution. The condition n þ 1 > 0 of Example 5.7 is satisfied and so pffiffiffi rffiffiffi ð1=2Þ 1=2 Lft g ¼ 1=2 ¼ 1=2 ¼ : s s s It may be mentioned here that the function f ðtÞ ¼ t1=2 does not satisfy the conditions of Theorem 5.1, even then the Laplace transform of this function exists. Thus the conditions of Theorem 5.1 are sufficient but not necessary for the existence of Laplace transform of a given function. EXAMPLE 5.9 Find the Laplace transform of the function f defined by t for 0 t 3 f ðtÞ ¼ 0 for t > 3: Solution. The graph of the function f is shown in the Figure 5.1. 3 f (t ) t 0 3 Figure 5.1 Using integration by parts, we have Z1 Z3 st Lf f ðtÞg ¼ e f ðtÞ dt ¼ est tdt 0 ¼ t: 0 st 3 e s 0 Z3 Solution. Integration by parts yields Z1 pffiffiffiffi st tn e dt Lf f ðtÞg ¼ 0 pffiffiffiffi Z1 pffiffiffiffiffiffiffiffi 1 n tn est þ ¼ tn2 est dt: s 2s 0 0 If n 1, the lower limit can be used in the first term on the right and thus the integral exists. Thus pffiffiffiffi n pffiffiffiffiffiffiffiffi Lf tn g ¼ Lf tn2 g; n 1 and odd: 2s Thus we obtain a sequence of formulas given below: pffiffiffi 1 ðExample 5:8Þ L pffi ¼ pffiffi s t pffiffiffi pffi Lf tg ¼ pffiffiffiffi 2 p s3ffiffiffi pffiffiffiffi 3 Lf t3 g ¼ pffiffiffiffi 4 s5 ...... ...... pffiffiffi pffiffiffiffi ðn þ 1Þ! n p Lf t g ¼ ffiffiffiffiffiffiffiffiffiffiffi : 2ðnþ1Þ nþ1 sðnþ2Þ 2 ! EXAMPLE 5.11 pffiffi Find the Laplace transform of erfð zÞ and erf(z). Solution. Recall that the error function is defined by the integral Zz 2 2 erfðzÞ ¼ pffiffiffi et dt; 0 where the variable z may be real or complex. The graph of erf(z), where z is real is shown in the Figure 5.2. est dt s 0 3 1 est 3 ¼ e3s þ s s s 0 3 3s 1 3s ¼ e 2 ½e 1 s s 1 3 ¼ 2 ½1 e3s e3s for s > 0: s s EXAMPLE 5.10 Find the Laplace pffiffiffiffi transform of the function f defined by f ðtÞ ¼ tn ; n 1 and odd integer. 1 erf(z) z −2 −1 1 2 −1 Figure 5.2 The Error Function Laplace Transform pffiffi Let us find Laplace transform of erf ð zÞ: Using 2 series expansion of e–t , we have pffiffi Lferfð zÞg 9 8 pffi > > = < 2 Zt 4 6 t t 2 1 t þ þ . . . dt ¼ L pffiffiffi > > 2! 3! ; : x = t s=2 and so 1 1 1:3 1:3:5 ¼ 3=2 5=2 þ þ ... 7=2 s 2s 2:4s 2:4:6 s9=2 1 1 1:3 1 1:3:5 1 1 þ þ ... 2s 2:4 s2 2:4:6 s3 s3=2 1 1 1=2 ¼ 3=2 1 þ s s ¼ s > 1: We now find the Laplace transform of erf (z). We have Z1 LferfðzÞg ¼ est erfðzÞ dz 0 Zz Z1 2 st 2 p ffiffiffi ex dx dz ¼ e 0 0 Changing the order of integration (Figure 5.3), we get Z1 Z1 Z1 2 2 2 x2 st LferfðzÞg ¼ pffiffiffi e e dt dx ¼ pffiffiffi eðx þsxÞ dx s 0 x Z1 s 2 2 s2 =4 ¼ pffiffiffi e eðxþ2Þ dx; s 0 2 2 because x2 þ sx ¼ x þ 2s s4 . Figure 5.3 Taking u ¼ x þ 2s , we have Z1 2 s2 =4 2 LferfðzÞg ¼ pffiffiffi e eu du s ð7=2Þ ð9=2Þ þ ... 7=2 5:2! s 7:3! s9=2 1 ¼ pffiffiffiffiffiffiffiffiffiffiffi ; s sþ1 t 0 2 t3=2 t5=2 t7=2 ¼ pffiffiffi L t1=2 þ þ ... 3 5:2! 7:3! þ 5.5 x 0 2 ð3=2Þ ð5=2Þ ¼ pffiffiffi s3=2 3s5=2 n 0 s 2 2 LferfðzÞg ¼ pffiffiffi es =4 erf c ; s > 0: 2 s EXAMPLE 5.12 pffi Find the Laplace transform of f ðtÞ ¼ sin t. pffi Solution. The series expansion for sin sin t is pffi t3=2 t5=2 t7=2 þ þ ... sin t ¼ t1=2 3! 5! 7! 1 1 X ð1Þn tnþ2 ¼ ð2n þ 1Þ! n¼0 Therefore 1 X pffi ð1Þn 1 Lfsin tg ¼ Lftnþ2 g ð2n þ 1Þ! n¼0 1 X ð1Þn n þ 32 ¼ ð2n þ 1Þ! snþ32 n¼0 1 X ð1Þn ð2n þ 2Þ! pffiffiffi 1 : 2nþ2 : nþ3 ð2n þ 1Þ! 2 ðn þ 1Þ! s 2 n¼0 p ffiffiffi 1 X ð1Þn ð2n þ 1Þ! : 2nþ1 : nþ3 ¼ ð2n þ 1Þ! n! 2 s 2 n¼0 rffiffiffi 1 1 X ð1Þn 1 n ¼ 2s s n¼0 n! 4s rffiffiffi 1 1 ¼ e 4s ; s > 0: 2s s ¼ 5.6 n Engineering Mathematics-II EXAMPLE 5.13 Find the Laplace transform of the pulse of unit height and duration T. EXAMPLE 5.16 Find the Laplace transform of a function defined by t for 0 < t < a f ðtÞ ¼ a 1 for t > a: Solution. The pulse of unit height and duration T is defined by 1 for 0 < t < T f ðtÞ ¼ 0 for T < t: Therefore, ZT 1 esT : Lf f ðtÞg ¼ est dt ¼ s Solution. Integrating by parts, Za Z1 t st Lf f ðtÞg ¼ e dt þ est dt a a 0 esa esa 1 esa 1 esa ¼ ¼ þ : s s as2 as2 0 EXAMPLE 5.14 Find the Laplace transform of sinusoidal (sine) pulse. Solution. Sinusoidal pulse is defined by for 0 < t < =a for =a < t: sin at 0 f ðtÞ ¼ Therefore, by the definition of Laplace transform we have Z1 að1 þ es=a Þ Lf f ðtÞg ¼ sin at est dt ¼ : s 2 þ a2 0 The denominator of L{ f (t)} here is zero at s ¼ ± ia. But, since e±ia ¼ –1, the numerator also becomes zero. Thus L{ f (t)} have no poles and is an entire function. EXAMPLE 5.15 Find the Laplace transform of triangular pulse of duration T. EXAMPLE 5.17 Find Laplace transform of f defined by et for 0 < t < 1 f ðtÞ ¼ 0 for t > 1: Solution. By definition of Laplace transform, we have Z1 Z1 e1s 1 t st : Lf f ðtÞg ¼ e :s dt ¼ eðsþ1Þt dt ¼ 1s 0 EXAMPLE 5.18 Find the Laplace transform of a function f defined by sin t for 0 < t < f ðtÞ ¼ 0 for t > : Solution. The integration by parts yields Z Z 1 st est cos tdt Lf f ðtÞg ¼ e sin t dt ¼ 0 þ s 0 ¼ Solution. The triangular defined by 8 < T2 t f ðtÞ ¼ 2 T2 t : 0 pulse of duration T is for 0 < t < T=2 for T=2 < t < T for T < t: By the definition of Laplace transform, we have ZT =2 ZT 2 2 st Lf f ðtÞg ¼ t e dt þ 2 t est dt T T 0 ¼ T=2 sT =2 2 1 2e þe s2 T sT : 0 ¼ 0 1 est 1 cos t þ s s s 0 1 1 ½1 þ es 2 s2 s Z est sin t dt s 0 Z est sin t dt: 0 Thus, 2 s þ1 1 Lf f ðtÞg ¼ 2 ½1 þ es ; s2 s which yields Lf f ðtÞg ¼ 1 þ es : s2 þ 1 Laplace Transform EXAMPLE 5.19 Find the Laplace transform of the function fe defined by 1 for 0 t e fe ðtÞ ¼ e 0 for t > e; where e > 0. Deduce the Laplace transform of the Dirac delta function. Solution. The graph of the function fe is shown in the Figure 5.4. fε ( t ) 1 ε ε t 0 Figure 5.4 Z þ e!0 LfðtÞg ¼ limf fe ðtÞg ¼ 1: e 0 The function (t) is called the Dirac delta function or unit impulse function having the properties Z1 ðtÞ ¼ 0; t 6¼ 0; and ðtÞ dt ¼ 1: 0 EXAMPLE 5.20 Find the Laplace transform of Heaviside’s unit step function defined by 1 for t > a Hðt aÞ ¼ 0 for t < a: Solution. The Heaviside’s unit step function is also known as delayed unit step function and occurs in the electrical systems. It delays the output until t ¼ a and then assumes a constant value of one unit. Its graph is shown in the Figure 5.5. H(t − a) t a 0 Figure 5.5 est fe ðtÞ dt Ze e st 1 ese : dt ¼ se 0 Further we note that 1 ese lim Lf fe ðtÞg ¼ lim e!0 e!0 se 2 2 1 ð1 se þ s 2!e . . .Þ ¼ lim e!0 se se ¼ lim 1 þ . . . ¼ 1: e!0 2 Also, we observe from the definition of fe that lim fe ðtÞdoes not exist and so L lim fe ðtÞ is not e!0 1 0 e 1 ¼ e 5.7 defined. Even then itis useful to define a function as ðtÞ ¼ lim fe ðtÞ such that We observe that as e ! 0, the height of the rectangle increases indefinitely and the width decreases in such a way that its area is always equals to 1. The Laplace transform of fe is given by Z1 Ze st Lf fe ðtÞg ¼ e fe ðtÞ dt ¼ est fe ðtÞ dt 0 n e!0 The Laplace transform of Heaviside’s unit function is given by Z1 Z1 st LfHðt aÞg ¼ e Hðt aÞ dt ¼ est dt a 0 ZT ¼ lim est dt ¼ lim T !1 T!1 a est s T ¼ a esa : s EXAMPLE 5.21 Find the Laplace transform of rectangle function defined by 1 for a < t < b gðtÞ ¼ 0 otherwise: 5.8 n Engineering Mathematics-II Solution. The graph of this function is shown in the Figure 5.6. Clearly, this function can be expressed in terms of Heaviside’s unit function as gðtÞ ¼ Hðt aÞ Hðt bÞ: Proof: Using the definition of Laplace transform and the linearity property of integral, we have Lfc1 f1 ðtÞ þ c2 f2 ðtÞg Z1 ¼ est ½c1 f1 ðtÞ þ c2 f2 ðtÞ dt 0 Z1 Z1 st ¼ c1 e f1 ðtÞ dt þ c2 est f2 ðtÞ dt g(t ) 0 1 ¼ c1 F1 ðsÞ þ c2 F2 ðsÞ: t 0 a b EXAMPLE 5.22 Find the Laplace transform of f (t) ¼ sin2 3t. Solution. Since Figure 5.6 Further if a ¼ 0, then g becomes pulse of unit height and duration b (Example 5.13). The Laplace transform of rectangle function g is given by LfgðtÞg ¼ LfHðt ag LfHðt bÞg ¼ esa esb s s esa esb : ¼ s 5.2 0 PROPERTIES OF LAPLACE TRANSFORMS While studying the following properties of Laplace transforms, we assume that the Laplace transforms of the given functions exist. Theorem 5.2. (Linearity of the Laplace Transform). If c1 and c2 are arbitrary constants (real or complex) and f1(t) and f2(t) are functions with Laplace transforms F1(s) and F2(s), respectively, then Lfc1 f1 ðtÞ þ c2 f2 ðtÞg ¼ c1 Lf f1 ðtÞg þ c2 Lf f2 ðtÞg ¼ c1 F1 ðsÞ þ c2 F2 ðsÞ: Thus L is a linear operator. sin2 3t ¼ we have 1 cos 6t 1 1 ¼ cos 6t; 2 2 2 1 1 1 1 Lfsin2 3tg ¼ L cos6t ¼ Lf1g Lfcos 6tg 2 2 2 2 1 1 1 s ¼ ; s>0 2 s 2 s 2 þ 62 ¼ 1 1 s 18 ¼ 2 ; s > 0: 2 2 s s þ 36 sðs þ 36Þ EXAMPLE 5.23 Find the Laplace transform of f (t) ¼ e4t þ e2t þ t3 þ sin2t. 2t Solution. Since sin2 t ¼ 1cos ; by Theorem 5.2, 2 we have Lf f ðtÞg ¼ Lfe4t þ e2t þ t3 þ sin2 tg 1 ¼ Lfe4t g þ Lfe2t g þ Lft3 g þ Lf1g 2 1 Lfcos 2tg 2 1 1 6 1 s þ þ þ ¼ s 4 s 2 s4 2s 2ðs2 þ 4Þ 1 1 6 2 ; s > 0: ¼ þ þ 4þ 2 s4 s2 s sðs þ 4Þ EXAMPLE 5.24 Find Laplace transform of f (t) ¼ sin3 2t. Laplace Transform Solution. Since sin 3t ¼ 3 sin t – 4 sin3 t, we have 3 1 sin3 t ¼ sin t þ sin 3t 4 4 and so 5.9 we have by linearity of the operator L, Lf f ðtÞg ¼ cos Lfsin vtg þ sin Lfcos vtg v s þ sin 2 ; s>0 ¼ cos 2 s þ v2 s þ v2 3 1 sin3 2t ¼ sin 2t sin 6t: 4 4 Hence, by linearity of L, we get 3 1 Lf f ðtÞg ¼ Lfsin 2tg Lfsin 6tg 4 4 3 2 1 6 ; s>0 ¼ 2 2 4 s þ4 4 s þ 36 ¼ n 3 1 1 2 s2 þ 4 s2 þ 36 ¼ 1 s2 þ v2 ðv cos þ s sin Þ; s > 0: EXAMPLE 5.27 Determine Laplace transform of the square wave function f defined by f ðtÞ ¼ HðtÞ 2Hðt aÞ þ 2Hðt 2aÞ 2Hðt 3aÞ þ . . . 48 : ¼ 2 ðs þ 4Þ ðs2 þ 36Þ Solution. We note that EXAMPLE 5.25 Find the Laplace transform of f (t) ¼ sin at sin bt. Solution. We have 1 f ðtÞ ¼ ð2 sin at sin btÞ 2 1 ¼ ½cosðat btÞ cosðat þ btÞ 2 1 1 ¼ cosða bÞt cosða þ bÞt: 2 2 f ðtÞ ¼ HðtÞ 2Hðt aÞ ¼ 1 2ð0Þ ¼ 1; 0 < t < a f ðtÞ ¼ HðtÞ 2Hðt aÞ þ 2Hðt 2aÞ ¼ 1 2ð1Þ þ 2ð0Þ ¼ 1; 0 < a < t < 2a and so on. Thus the graph of the function is as shown in the Figure 5.7. By linearity of Laplace operator, we have Lf f ðtÞg ¼ LfHðtÞ 2LfHðt aÞg þ 2LfHðt 2aÞg 2LfHðt 3aÞg þ . . . Therefore, using linearity, we have 1 1 Lff ðtÞg ¼ Lfcosða bÞtg Lfcosða þ bÞtg 2 2 " # " # 1 s 1 s ; s>0 ¼ 2 s2 þ ða bÞ2 2 s2 þ ða þ bÞ2 1 esa e2sa e3sa þ2 2 þ ... ¼ 2 s s s s f(t) ¼ 2abs ðs2 þ ða bÞ2 Þ ðs2 þ ða þ bÞ2 Þ ; s > 0: 1 EXAMPLE 5.26 Find the Laplace transform of f (t) ¼ sin(ot þ ), t 0. 0 t a 2a −1 Solution. Since sinðvt þ Þ ¼ sin vt cos þ cos vt sin ; Figure 5.7 3a 4a 5.10 n Engineering Mathematics-II Also 1 ¼ ½1 2esa f1 esa þ e2sa . . .g s 1 1 ¼ 1 2esa s 1 þ esa sa sa 1 1 esa 1 e 2 e 2 ¼ ¼ sa sa s 1 þ esa s e 2 þ e 2 1 sa ¼ tanh : s 2 Hence Lf f ðtÞg ¼ Lfeat cos bt þ i eat sin btg ¼ Lfeat cos btg þ i L feat sin btg ðby linearity of LÞ Solution. Since ðsin t cos tÞ2 ¼ sin2 t þ cos2 t 2 sin t cos t ¼ 1 sin 2t; 1 2 Lf f ðtÞg ¼ Lf1g Lfsin 2tg ¼ 2 s s þ4 s2 2s þ 4 ; s > 0: ¼ sðs2 þ 4Þ ðs aÞ2 þ b2 : Comparing real and imaginary parts, we have sa Lfeat cos btg ¼ ðs aÞ2 þ b2 and b Lfeat sin btg ¼ : ðs aÞ2 þ b2 sin u u du: Solution. Using series expansion of sin u, we have Zt Zt sin u 1 u3 u5 u7 du ¼ u þ þ . . . du u u 3! 5! 7! 0 0 Zt ¼ 1 u2 u4 u6 þ þ . . . du 3! 5! 7! 0 ¼t t3 t5 t7 þ þ ... 3:3! 5:5! 7:7! Therefore, EXAMPLE 5.30 Find Laplace transform of eat cos bt and eat sin bt, where a and b are real. Solution. Let f (t) =e(a+ib)t. Then (see Example 5.4) 1 1 ¼ L f f ðtÞg ¼ s ða þ ibÞ s a ib 1 ðs aÞ þ ib : ¼ ðs aÞ ib ðs aÞ þ ib ðs aÞ2 þ b2 ðs aÞ þ ib 0 Solution. By linearity of L, we have pffi 1 Lf f ðtÞg ¼ 2Lf1g þ Lf tg þ L pffi t 1 pffiffiffi þ 1 2 ¼ þ 21þ1 þ s s s2 rffiffiffi pffiffiffi 2 ¼ þ 3=2 þ ; s > 0: s 2s s ðs aÞ þ ib Lfeat cos btg þ i L feat sin btg ¼ EXAMPLE 5.31 Rt Find the Laplace transform of f ðtÞ ¼ EXAMPLE 5.29 pffi Find Laplace transform of f ðtÞ ¼ 2 þ t þ p1ffit ; t > 0. ¼ ð2Þ Thus, by (1) and (2), we have EXAMPLE 5.28 Find the Laplace transform of f (t) = (sin t cos t)2, t 0. we have eðaþibÞt ¼ eat ½cos bt þ i sin bt ¼ eat cos bt þ i eat sin bt ð1Þ t3 t5 t7 þ þ ... 3:3! 5:5! 7:7! 1 1 3! 1 5! 1 7! ¼ 2 : þ : : s 3:3! s4 5:5! s6 7:7! s8 þ . . . ðby linearity of LÞ Lf f ðtÞg ¼ L t 1 1 1 1 4 þ 6 8 þ ... 2 s 3s 5s 7s " # 1 1 ð1=sÞ3 ð1=sÞ5 ð1=sÞ7 þ þ ... ¼ 3 5 7 s s ¼ 1 1 ¼ tan1 : s s Laplace Transform EXAMPLE 5.32 Find Laplace transform f (t) = cosh at cos at. Proof: We are given that Lf f ðtÞg ¼ FðsÞ ¼ Solution. By linearity of the Laplace operator, we have L f f ðtÞg ¼ Lfcosh at cos atg ¼ Lfcosh atg Lfcos atg s s ; s > jaj ¼ 2 s a2 s 2 þ a2 s 3 þ a2 s s 3 þ a2 s 2a2 s ¼ ¼ : s 4 a4 s 4 a4 EXAMPLE 5.33 Find the Laplace transform of Bessel’s function of order zero. Solution. Recall that Bessel’s function of order zero is defined by t2 t4 t6 J0 ðtÞ ¼ 1 2 þ 2 2 2 2 2 þ . . . 2 2 :4 2 :4 :6 Therefore, t2 t4 t6 LfJ0 ðtÞg ¼ L 1 2 þ 2 2 2 2 2 þ... 2 2 :4 2 :4 :6 ¼ Lf1g 1 1 Lft2 gþ 2 2 Lft4 g 22 2 :4 1 2 2 2 Lft6 gþ... 2 :4 :6 1 1 2! 1 4! 1 6! ¼ 2 3 þ 2 2 5 2 2 2 7 þ... s 2 s 2 4 s 2 :4 :6 s 1 1 1 1:3 1 ¼ 1 þ s 2 s2 2:4 s4 1:3:5 1 þ... 2:4:6 s6 " # 1 1 1=2 ðusing binomial theoremÞ 1þ 2 ¼ s s 1 ¼ pffiffiffiffiffiffiffiffiffiffiffi : 2 s þ1 Theorem 5.3. [First Shifting (Translation) Property]. If f (t) is a function of t for t > 0 and L{f (t)} = F(s), then Lfe f ðtÞg ¼ Fðs aÞ: at n 5.11 Z1 est f ðtÞ dt: 0 By the definition of Laplace transform, we have Z1 Z1 at st at L fe f ðtÞg ¼ e ðe f ðtÞÞ dt ¼ eðsaÞ f ðtÞ dt 0 0 ¼ Fðs aÞ: EXAMPLE 5.34 Find the Laplace transform of g(t) = et sin2 t. Solution. We have (see Example 5.23) 2 : Lfsin2 tg ¼ FðsÞ ¼ 2 sðs þ 4Þ Therefore, using first shifting property, we get LfgðtÞg ¼ Fðs aÞ 2 ¼ ; since a ¼ 1: ðs þ 1Þ ½ðs þ 1Þ2 þ 4 2 : ¼ 2 ðs þ 1Þ ðs þ 2s þ 5Þ EXAMPLE 5.35 Find Laplace transform of g(t) = t3e3t. Solution. Since 3! 6 ¼ ; s4 s4 Lft3 g ¼ FðsÞ ¼ we have by shifting property, LfgðtÞg ¼ Lfe3t :t3 g ¼ Fðs aÞ ¼ 6 ðs þ 3Þ4 ; since a ¼ 3: EXAMPLE 5.36 Using first-shifting property, find Laplace transforms of t sin at and t cos at. Solution. Since Lftg ¼ s12 ; we have Lft eiat g ¼ Lft cos atg þ iLft sin atg ¼ Fðs aÞ ¼ ¼ 1 ðs iaÞ ðs2 a2 Þ þ ið2asÞ ðs2 þ a2 Þ2 : ¼ 2 ðs þ iaÞ2 ½ðs iaÞ ðs þ iaÞ2 5.12 n Engineering Mathematics-II Equating real and imaginary parts, we have Lft cos atg ¼ s 2 a2 ðs2 þ a2 Þ2 and Lft sin atg ¼ 2as ðs2 þ a2 Þ 2 : EXAMPLE 5.37 Find the Laplace transform of f (t) = eat cosh bt. Therefore, by first shifting theorem, we have e3t e3t cos2 t Lf f ðtÞg ¼ Lfsinh 3t cos2 tg ¼ L 2 1 1 ¼ Lfe3t cos2 tg Lfe3t cos2 tg 2 2 ðby linearity of LÞ " # 1 ðs 3Þ2 þ 2 ¼ 2 ðs 3Þ½ðs 3Þ2 þ 4 " # 1 ðs þ 3Þ2 þ 2 2 ðs þ 3Þ ½ðs þ 3Þ2 þ 4 Solution. Since s ; Lfcosh btg ¼ 2 s b2 the shifting property yields s > jbj; Lfeat cosh btg ¼ Fðs aÞ sa ¼ ; s > jbj þ a: ðs aÞ2 b2 EXAMPLE 5.38 Find Laplace transform of f (t) = e3t (2cos 5t + 3 sin 5t). EXAMPLE 5.40 Find the Laplace transform of cosh at sin bt. Solution. Let F(s) be Laplace transform of f (t), t > 0 and let gðtÞ ¼ f ðtÞ cosh at: Then LfgðtÞg ¼ L½ f ðtÞ cosh at ¼ L Solution. Since Lf2 cos 5t 3 sin 5tg ¼ 2Lfcos 5tg 3Lfsin 5tg 2s 35 2s 15 ¼ ¼ FðsÞ; ¼ 2 s þ 25 s2 þ 25 s2 þ 25 therefore, shifting property yields Lf f ðtÞg ¼ Fðs aÞ with a ¼ 3 ¼ 1 s2 6s þ 11 2 ðs 3Þ ðs2 6s þ 13Þ s2 þ 6s þ 11 : ðs þ 3Þ ðs2 þ 6x þ 13Þ ¼ 2ðs þ 3Þ 15 ðs þ 3Þ2 þ 25 ¼ 2s 9 : s2 þ 6s þ 34 EXAMPLE 5.39 Find Laplace transform of f (t) = sinh 3t cos2 t. 2t : Therefore, Solution. We know that cos2 t ¼ 1þcos 2 1 1 Lfcos2 tg ¼ Lf1g þ Lfcos 2tg 2 2 1 1 s s2 þ 2 ¼ 2 ; s > 0: þ 2 ¼ 2 s s þ4 sðs þ 4Þ eat þ eat f ðtÞ 2 1 1 ¼ Lðeat f ðtÞÞ þ Lðeat f ðtÞÞ 2 2 1 ¼ ½Fðs aÞ þ Fðs þ aÞ 2 ðuse of first shifting theoremÞ: b We take f (t) = sin bt. Then FðsÞ ¼ s2 þb 2 and, therefore, using above result, we have Lfðcosh atÞ sin btg " # 1 b b þ : ¼ 2 ðs aÞ2 þ b2 ðs þ aÞ2 þ b2 EXAMPLE 5.41 Find the Laplace transform of f (t) = cosh 4t sin 6t. Solution. Taking a = 4, b = 6 in Example 5.40, we get Lfcosh 4t sin 6tg ¼ 6ðs2 þ 52Þ : s4 þ 40s2 þ 2704 Laplace Transform Theorem 5.4. (Second Shifting Property). Let F(s) be the Laplace transform of f(t), t > 0 and let g be a function defined by f ðt aÞ for t > a 0 for t < a: gðtÞ ¼ Then 0 ¼ e Z1 gðtÞdt þ est gðtÞ dt a 0 Z1 ¼0þ Using Heaviside’s unit step function H, this function can be expressed as f ðtÞ ¼ Hðt 3Þ sin t: To use second-shift theorem, we first write sin t as sin t ¼ sinðt 3 þ 3Þ Then Proof: Using the substitution t a = u, we have Z1 LfgðtÞg ¼ est gðtÞ dt st Lf f ðtÞg ¼ LfHðt 3Þ sinðt 3Þ cos 3g þ LfHðt 3Þ cosðt 3Þ sin 3g ¼ cos 3e3s Lfsin tg þ sin 3e3s Lfcos tg ¼ cos 3 e3s ¼ est f ðt aÞ dt 0 Z1 as ¼e esu f ðuÞ du ¼ eas FðsÞ: 0 EXAMPLE 5.42 Find the Laplace transform of the function f defined by 8 2 2 > < cos t for t > 3 3 f ðtÞ ¼ 2 > : 0 for t < : 3 s Solution. We know that Lfcos tg ¼ s2 þ1 ; s > 0. Therefore, by second shifting property, ¼e 1 s þ sin 3e3s 2 þ1 s þ1 e3s ðcos 3 þ s sin 3Þ: þ1 s2 se 3 ; s > 0: Lfcos tg ¼ 2 s þ1 f ðtÞ ¼ EXAMPLE 5.43 Find the Laplace transform of the sine function switched on at time t = 3. Solution. The given function is defined by sin t for t 3 f ðtÞ ¼ 0 for t < 3 : ðt 1Þ2 0 for t 1 for 0 t < 1: Solution. This function is just the function g (t) = t2 delayed by 1 unit of time and its graph is shown in Figure 5.8. f (t ) t 0 2s Lf f ðtÞg s2 EXAMPLE 5.44 Find the Laplace transform of the function f defined by a Z1 ¼ esðuþaÞ f ðuÞ du 2s 3 5.13 ¼ sinðt 3Þ cos 3 þ cosðt 3Þ sin 3: LfgðtÞg ¼ eas FðsÞ: Za n 1 Figure 5.8 Therefore, by second shift property, we have 2es Lf f ðtÞg ¼ es Lft2 g ¼ 3 ; ReðsÞ > 0: s EXAMPLE 5.45 Find Laplace transform of the function f defined by f ðtÞ ¼ ðt 4Þ5 0 for t > 4 for t < 4: 5.14 n Engineering Mathematics-II Solution. Using second shift property, we have 5! e4s Lf f ðtÞg ¼ e4s ½Lft5 g ¼ e4s : 6 ¼ 120 6 : s s Then the Laplace transform of f 0 exists and is given by Lf f 0 ðtÞg ¼ sFðsÞ f ð0Þ; Theorem 5.5. (Change of Scale Property). If F(s) is the Laplace transform of f (t) for t > 0, then for any positive constant a, 1 s Lf f ðatÞg ¼ F : a a Proof: The existence of the Laplace transform is established by Theorem 5.1. Further, integrating by parts, we have ZT Z1 0 st 0 Lf f ðtÞg ¼ e f ðtÞdt ¼ lim est f 0 ðtÞdt Proof: We are given that where F(s) is the Laplace transform of f. T !1 Z1 FðsÞ ¼ Lf f ðtÞg ¼ est f ðtÞ dt: 0 ¼ lim 0 T!1: Taking u = at, we have Z1 Z1 du st Lf f ðatÞg ¼ e f ðatÞdt ¼ esu=a f ðuÞ a 0 ; 0 0 EXAMPLE 5.46 Find the Laplace of f (t) = cos 6t. Theorem 5.6. (Laplace Transform of Derivatives). Let f be a function such that (a) f is continuous for all t, 0 t N (b) f is of exponential order c for t > N (c) f 0 is sectionally continuous for 0 t N. est f ðtÞdt 9 = Z1 ¼ s est f ðtÞdt f ð0Þ 0 Solution. Let J0(t) be Bessel’s function of order zero. 1 ffi : Therefore, by By Example 5.33, LfJ0 ðtÞg ¼ pffiffiffiffiffiffiffi s2 þ1 change of scale property, 1 s 1 1 1 LfJ0 ðatÞg ¼ F ¼ : qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi ¼ pffiffiffiffiffiffiffiffiffiffiffiffiffiffi : 2 þ a2 a a a 2 s ðs=aÞ þ 1 ½est f ðtÞT0 þ s ZT 9 8 ZT = < ¼ lim ½esT f ðT Þ f ð0Þ þ s est f ðtÞdt T!1: ; 0 EXAMPLE 5.47 Using change of scale property, find the Laplace transform J0(at). 0 0 Z1 1 1 s esu=a f ðuÞ du ¼ F ¼ : a a a s ; the change of scale Solution. Since Lfcos tg ¼ s2 þ1 property implies ! 1 s=6 L fcos 6tg ¼ 6 ðs=6Þ2 þ 1 1 s s ¼ 2 : ¼ 6 6½ðs2 =36Þ þ 1 s þ 36 8 < ¼ sFðsÞ f ð0Þ; the last but one step being the consequence of the fact that f is of exponential order and so lim esT f ðT Þ = 0 for s > c. T !1 EXAMPLE 5.48 Find Laplace transform of g(t) = sin at cos at. Solution. Let f (t) = sin2 at. Then f 0 ðtÞ ¼ 2a sin at cos at: Since Lf f 0 ðtÞg ¼ sFðsÞ f ð0Þ; we have Lf2a sin at cos atg ¼ sLfsin2 atg 0 ¼ sLfsin2 atg 2a2 (see Example 5:22Þ: þ 4a2 Þ Hence a : Lfsin at cos atg ¼ 2 ðs þ 4a2 Þ EXAMPLE 5.49 Using Laplace transform of cos bt, find the Laplace transform of sin bt. ¼ sðs2 n Laplace Transform Solution. We want to find L{sin bt} from L{cos bt}. So, let f(t) = cos bt. Then f 0 (t) = b sin bt and so Taking g(t) = f 0 (t), we have Lf f 00 ðtÞ g ¼ sLf f 0 ðtÞg f 0 ð0Þ 0 Lf f ðtÞg ¼ sFðsÞ f ð0Þ ¼ sLfcos btg 1 s s2 ¼s 2 1 ¼ 1 s 2 þ b2 s þ b2 ¼ Thus Hence b2 : þ b2 s2 b2 Lfb sin btg ¼ 2 : s þ b2 b Lfsin btg ¼ 2 : s þ b2 EXAMPLE 5.50 Find Laplace transform of Bessel’s function of order 1. Solution. Let J1(t) be Bessel’s function of order 1. We know that d n ft Jn ðtÞg ¼ tn Jn1 ðtÞ: dt If n = 0, we have J 00 ðtÞ ¼ J1 ðtÞ ¼ J 1 ðtÞ: Hence LfJ1 ðtÞg ¼ LfJ00 ðtÞg ¼ ½sLfJ 0 ðtÞ J0 ð0Þg s ¼ pffiffiffiffiffiffiffiffiffiffiffiffi 1 2 s þ1 s ¼ 1 pffiffiffiffiffiffiffiffiffiffiffiffi (see Example 5.33Þ 2 s þ1 pffiffiffiffiffiffiffiffiffiffiffiffi 2 s þ1s ¼ pffiffiffiffiffiffiffiffiffiffiffiffi : s2 þ 1 Theorem 5.7. If L{ f(t)} = F(s), then Lf f 00 ðtÞ ¼ s2 FðsÞ sf ð0Þ f 0 ð0Þ if f(t) and f 0 (t) are continuous for 0 t N and of exponential order for t > N whereas f@(t) is sectionally continuous for 0 t N. Proof: By Theorem 5.6, we have Lfg0 ðtÞg ¼ s GðsÞ gð0Þ: 5.15 ¼ s½sFðsÞ f ð0Þ f 0 ð0Þ ¼ s2 FðsÞ sf ð0Þ f 0 ð0Þ: EXAMPLE 5.51 Using Theorem 5.7, find L{sin at}, t 0. Solution. Let f(t) = sin at. Then f 0 ðtÞ ¼ a cos at; f 00 ðtÞ ¼ a2 sin at: By Theorem 5.7, Lf f 00 ðtÞg ¼ s2 FðsÞ sf ð0Þ f 0 ð0Þ and so Lfa2 sin atg ¼ s2 Lfsin atg a which yields ðs2 þ a2 ÞLfsin atg ¼ a and hence Lfsin atg ¼ s2 a ; s > 0: þ a2 EXAMPLE 5.52 Using Laplace transform of derivatives, find L{t cos at}. Solution. Let f (t) = t cos at. Then f 0 ðtÞ ¼ cos at at sin at f 00 ðtÞ ¼ 2a sin at a2 t cos at: But Lf f 00 ðtÞg ¼ s2 Lf f ðtÞg sf ð0Þ f 0 ð0Þ ¼ s2 Lf f ðtÞg 1 and so Lf2a sin at a2 t cos tg ¼ s2 Lft cos atg 1; that is, ðs2 þ a2 ÞLft cos atg ¼ 2aLfsin atg þ 1 a þ1 ¼ 2a 2 s þ a2 s 2 a2 ¼ 2 ; s þ a2 5.16 n Engineering Mathematics-II and so Lft cos atg ¼ s 2 a2 ðs2 þ a2 Þ2 Therefore Lfn!g ¼ sn Lftn g; : which gives Theorem 5.7. can be generalized to higher order derivatives in the form of the following result: Theorem 5.8. Let L{ f (t)} = F(s). Then Lf f ðnÞ ðtÞg ¼ sn FðsÞ sn1 f ð0Þ sn2 f 0 ð0Þ . . . sf ðn2Þ ð0Þ f ðn1Þ ð0Þ; if f(t), f 0 (t),. . ., f (n1)(t) are continuous for 0 t N and of exponential order for t > N whereas f (n)(t) is piecewise continuous for 0 t N. Proof: We shall prove our result using mathematical induction. By Theorems 5.6 and 5.7, we have Lf f 0 ðtÞg ¼ sFðsÞ f ð0Þ; Lf f 00 ðtÞg ¼ s2 FðsÞ sf ð0Þ f 0 ð0Þ: Lftn g ¼ Lfn!g n! Lf1g n! ¼ ¼ nþ1 : sn sn s Theorem 5.9. (Multiplication by tn). If L{ f(t)} = F(s), then d Lftf ðtÞg ¼ FðsÞ; ds and in general dn Lftn f ðtÞg ¼ ð1Þn n FðsÞ: ds Proof: By definition of Laplace transform, Z1 FðsÞ ¼ est f ðtÞ dt: 0 Thus the theorem is true for f 0 (t) and f@(t). Suppose that the result is true for f (n) (t). Then Lf f ðnÞ ðtÞ ¼ sn FðsÞ sn1 f ð0Þ . . . f ðn1Þ ð0Þ Then application of Theorem 5.6 yields Lf f ðnþ1Þ ðtÞg Then, by Leibnitz-rule for differentiating under the integral sign, we have Z1 Z1 dF d d st st e f ðtÞ dt ¼ ¼ ðe f ðtÞ dtÞ ds ds ds 0 ¼ s½sn FðsÞ sn1 f ð0Þ . . . f ðn1Þ ð0Þ f ðnÞ ð0Þ ¼ snþ1 FðsÞ sn f ð0Þ . . . sf ðn1Þ ð0Þ þ f ðnÞ ð0Þ; 0 EXAMPLE 5.53 Using Theorem 5.8, find L{tn}. Solution. We have f (t) = tn. Therefore, f 0 ðtÞ ¼ ntn1 ; f 00 ðtÞ ¼ nðn 1Þtn2 ; . . . ; f ðnÞ ðtÞ ¼ n! Now use of Theorem 5.8 yields Lf f ðnÞ ðtÞg ¼ Lfn!g ¼ sn Lftn g sn1 f ð0Þ . . . f ðn1Þ ð0Þ But f ð0Þ ¼ f 0 ð0Þ ¼ f 00 ð0Þ ¼ . . . ¼ f ðn1Þ ð0Þ ¼ 0: 0 ¼ Lftf ðtÞg th which shows that the result holds for (n + 1) derivative also. Hence by mathematical induction, the result holds. 0 Z1 Z1 st ¼ t e f ðtÞ dt ¼ est ðt f ðtÞÞ dt and so d FðsÞ: ds Thus the theorem is true for n = 1. To obtain the general form, we use mathematical induction. So, assume that the result is true for n = m. Thus dm Lftm f ðtÞg ¼ ð1Þm m FðsÞ ¼ ð1Þm FðmÞ ðsÞ: ds Therefore, d ½Lðtm f ðtÞ ¼ ð1Þm F ðmþ1Þ ðsÞ; ds that is, Z1 d est tm f ðtÞ dt ¼ ð1Þm Fðmþ1Þ ðsÞ; ds Lftf ðtÞg ¼ 0 n Laplace Transform which, on using Leibnitz rule, yields Z1 est tmþ1 f ðtÞ dt ¼ ð1Þm F ðmþ1Þ ðsÞ; In a similar way, we can show that Z1 t e2t cos t dt ¼ Lft cos tg with s ¼ 2 0 0 and so 5.17 " ¼ Lftmþ1 f ðtÞg ¼ ð1Þmþ1 F ðmþ1Þ ðsÞ: Hence, the result follows by mathematical induction. # s2 1 ðs2 þ 1Þ ¼ 2 s¼2 3 : 25 EXAMPLE 5.57 R1 2 Evaluate the integral I ¼ ex dx. EXAMPLE 5.54 Find Laplace transform of f (t) = t sin2 t. 0 Solution. Let f(t) = t sin t. We know that Lfsin tg ¼ 2 sðs2 þ4Þ : Therefore " # d 2 3s2 þ 4 2 Lft sin tg ¼ : ¼2 ds sðs2 þ 4Þ s2 ðs2 þ 4Þ2 2 2 EXAMPLE 5.55 Find Laplace transform of f(t) = tet cosh t. 2 Solution. Putting t = x , we get Z1 1 1 I¼ et t1=2 dt ¼ Lft1=2 g with s ¼ 1 2 2 0 1 12 þ 1 ¼ : with s ¼ 1 2 s1=2 pffiffiffi 1 1 : ¼ ¼ 2 2 2 Solution. We know that Lfcosh tg ¼ Therefore, Lft cosh tg ¼ s : s2 1 EXAMPLE 5.58 Find Laplace transform of f (t) ¼e–2t t cos t. d s s2 þ 1 : ¼ ds s2 1 ðs2 1Þ2 Then, by Theorem 5.3, we have Lfet t cosh tg ¼ ðs þ 1Þ2 þ 1 2 ððs þ 1Þ 1Þ 2 ¼ s2 þ 2s þ 2 ðs2 þ 2sÞ2 : EXAMPLE 5.56 R1 Using Theorem 5.9, evaluate t e2t sin t dt and 0 R1 2t te cos t dt. 0 Solution. We know that L{sin t} = s2 1þ1. Therefore, by Theorem 5.9, we have d 1 2s ¼ : Lft sin tg ¼ 2 2 ds s þ 1 ðs þ 1Þ2 1 R But e2t ðt sin tÞdt is the Laplace transform of s Solution. We know that Lfcos tg ¼ s2 þ1 : Therefore, by Theorem 5.9, we have d s s2 1 ¼ : Lft cos tg ¼ ds s2 þ 1 ðs2 þ 1Þ2 Now using first shifting property, we have Lfe2t t cos tg ¼ ðs þ 2Þ2 1 2 ððs þ 2Þ þ 1Þ 2 ¼ s2 þ 4s þ 3 ðs2 þ 4s þ 5Þ2 EXAMPLE 5.59 Find the Laplace transform of f (t) ¼ t2 e–2t cos t. 1 Solution. As in Example 5.58, Lft cos tg ¼ ðss2 þ1Þ 2 : Therefore, ! d s2 1 2 Lft cos tg ¼ : ds ðs2 þ 1Þ2 2 0 t sin t with s = 2. Hence " Z1 2t e ðt sin tÞdt ¼ Lft sin tg ¼ 0 2s ðs2 þ 1Þ2 # Then using first-shifting property, we have s¼2 4 ¼ : 25 : Lft2 e2t cos tg ¼ 2 s3 þ 10s2 þ 25s þ 22 ðs2 þ 4s þ 5Þ3 ! : 5.18 n Engineering Mathematics-II Solution. By linearity of L, we have Lfcos 2t cos 3tg ¼ Lfcos 2tg Lfcos 3tg s s : ¼ 2 1 Solution. Since Lfeat g ¼ sþa ; we have s þ 4 s2 þ 9 n Therefore, by Theorem 5.10, we get 1 n! n d n at ¼ ð1Þ2n : Lft e g ¼ ð1Þ n nþ1 cos 2t cos 3t ds s þ a ðs þ aÞ L t 1 Z1 Z Theorem 5.10. (Division by t). If L{ f (t)} ¼ F(s), then u u du du ¼ Z1 2 2 u þ4 u þ9 f ðtÞ s s L ¼ FðuÞ du; t 1 1 1 2 s ¼ ½logðu þ 4Þs ½logðu2 þ 9Þ1 s 2 2 f ðtÞ provided lim t exists. 1 2 t!0 1 u þ4 ¼ log 2 f ðtÞ 2 u þ9 s Proof: Put gðtÞ ¼ t : So, f (t) ¼ t g(t) and 1 u2 þ 4 1 s2 þ 4 Lf f ðtÞg ¼ LftgðtÞg log 2 ¼ lim log 2 2 u!1 u þ9 2 s þ9 d ¼ LfgðtÞg; by Theorem 5:9 2 1 1 þ ð4=u Þ 1 s2 þ 4 ds ¼ log lim log dG u!1 1 þ ð9=u2 Þ 2 2 s2 þ 9 ¼ : 2 2 ds 1 s þ9 1 s þ9 ¼ 0 þ log 2 ¼ log 2 : Then integration yields 2 s þ4 2 s þ4 s 1 Z Z GðsÞ ¼ FðuÞ du ¼ FðuÞ du; EXAMPLE 5.62 EXAMPLE 5.60 Find Laplace transform of f (t) ¼ tn eat. 1 that is, L f ðtÞ t Find the Laplace transform of f ðtÞ ¼ e s Z1 ¼ FðuÞ du: s Remark 5.3. By Theorem 5.10, we have Z1 Z1 f ðtÞ st f ðtÞ ¼ e dt ¼ FðuÞ du: L t t s 0 Letting s ! 0 þ and assuming that the integral converges, it follows that Z1 Z1 f ðtÞ dt ¼ FðuÞ du: t 0 0 For example, if f (t) ¼ sin t, then FðsÞ ¼ s2 1þ1 and so Z1 Z1 sin t du ¼ ½tan1 u1 dt ¼ 0 ¼ : t u2 þ 1 2 0 at ebt t : Solution. We have Lfeat ebt g ¼ Lfeat g Lfebt g 1 1 : ¼ sþa sþb Therefore, proceeding as in Example 5.61, we have Z1 1 1 uþa 1 du ¼ log Lf f ðtÞg ¼ uþa uþb uþb s s uþa sþa log u!1 uþb sþb sþa sþb ¼ log : ¼ 0 log sþb sþa ¼ lim log EXAMPLE 5.63 2t : Find the Laplace transfrom of f ðtÞ ¼ 1cos t 0 Solution. We have EXAMPLE 5.61 3t : Find the Laplace transform of f ðtÞ ¼ cos 2tcos t Lf1 cos 2tg ¼ Lf1g Lfcos 2tg ¼ 1 s : s s2 þ 4 Laplace Transform Therefore, by Theorem 5.10, we get Z1 1 cos 2t 1 u du ¼ 2 L t u u þ4 s 1 1 2 logðu þ 4Þ ¼ log u 2 s 1 1 1 ¼ log u2 logðu2 þ 4Þ 2 2 s 2 1 s þ4 : ¼ log 2 s2 EXAMPLE 5.64 Using Remark 5.3, evaluate the integral Z1 t e e3t dt: t 0 Z1 5.19 EXAMPLE 5.66 Find Laplace transform of f ðtÞ ¼ sint at : Solution. We know that Lfsin atg ¼ s2 a : þ a2 Therefore, by Theorem 5.10, Z1 sin at du 1 a L ¼ tan ¼a : t u 2 þ a2 s s Theorem 5.11. (Laplace Transform of Integrals). If L{ f (t)} ¼ F(s), then 8 t 9 <Z = FðsÞ : f ðuÞ du ¼ L : ; s 0 0 Solution. By Remark 5.3, we have Z1 t e e3t dt t n Proof: The function f (t) should be integrable in such a way that Zt gðtÞ ¼ Z1 f ðuÞ du 0 1 1 du is of exponential order. Then g (0) ¼ 0 and g0 (t) ¼ f (t). uþ1 uþ3 Therefore, 0 0 1 u þ 1 Lfg 0 ðtÞg ¼ s LfgðtÞg gð0Þ ¼ s LfgðtÞg ¼ ½logðu þ 1Þ logðu þ 3Þ1 0 ¼ log uþ3 0 and so 9 8 t uþ1 1 log ¼ log lim = <Z u!1 u þ 3 Lfg0 ðtÞg 3 ¼ LfgðtÞg ¼ f ðuÞdu L 1 þ ð1=uÞ 1 ; : s log ¼ log lim 0 u!1 1 þ ð3=uÞ 3 1 Lf f ðtÞg FðsÞ ¼ log 1 log ¼ log 3: ¼ : ¼ 3 s s ¼ Lfet e3t g ds ¼ EXAMPLE 5.65 t Find the Laplace transform of f ðtÞ ¼ 1e t : EXAMPLE 5.67 Rt Find Laplace transform of Solution. Since Lf1 et g ¼ Lf1g Lfet g ¼ 1 1 s s1 ; we have Z1 1 1 du Lf f ðtÞg ¼ u u1 Solution. From Example 5.66, we have sin t 1 1 L ¼ tan : t s s 1Þ1 s ¼ ½log u logðu h u i1 1 ¼ log ¼ log u1 s 1 ð1=sÞ s1 : ¼ log s 0 sin u u du: Therefore, by Theorem 5.11, we have 8 t 9 <Z sin u = 1 1 1 du ¼ tan : L : ; s u s 0 (The function Rt 0 sin u u du is called sine integral function, denoted by Si(t), which is used in optics). 5.20 n Engineering Mathematics-II EXAMPLE 5.68 Rt Find the Laplace transform of cos 2u du: 0 s Solution. We know that Lfcos 2tg ¼ s2 þ4 and so 9 8 t = 1 <Z s 1 ¼ : L cos 2u du ¼ : 2 ; s s þ 4 s2 þ 4 : 0 EXAMPLE 5.69 Find Laplace transform of cosine integral function Zt cos u CiðtÞ ¼ du; t > 0 u 1 s : Therefore, Solution. We know that Lfcos tg ¼ s2 þ1 by Theorem 5.10 Z1 ncos to Z1 u 1 2u du ¼ du L ¼ t u2 þ 1 2 u2 þ 1 s s 1 ¼ logð1 þ s2 Þ: 2 Now Theorem 5.11 yields the Laplace transform of cosine integral function Ci(t) as given below: 8 t 8 1 9 9 < Z cos u = < Z cos u = LfCiðtÞg ¼ L du ¼ L du : ; : ; u u 1 t 9 8 1 <Z cos u = du ¼ L ; : u t 1 1 2 ¼ logð1 þ s Þ s 2 1 ¼ logð1 þ s2 Þ: 2s EXAMPLE 5.70 Find the Laplace transform of the exponential integral defined by 1 Z u e du; t > 0: EiðtÞ ¼ u t 1 : Therefore, by Solution. We know that Lfeu g ¼ sþ1 Theorem 5.10, we have Z1 eu 1 ¼ du ¼ logð1 þ sÞ: L u uþ1 s Now application of Theorem 5.11 yields 1 LfEiðtÞg ¼ logð1 þ sÞ: s EXAMPLE 5.71 Rt Find Laplace transform of et sint t dt: 0 Solution. We know that Lfsin tg ¼ s2 1þ1 : Therefore, Z1 sin t 1 du ¼ ½tan1 u1 ¼ L s t u2 þ 1 s ¼ tan1 s ¼ cot1 s: 2 Therefore, by first-shifting property, we have L et Hence 8 t <Z L : sin t t ¼ cot1 ðs 1Þ: 9 = 1 sin t dt ¼ cot1 ðs 1Þ: et ; s t 0 Theorem 5.12. (Laplace Transform of a Periodic Function). Let f be a periodic function with period T so that f (t) ¼ f (t þ T). Then ZT 1 est f ðtÞ dt: Lf f ðtÞg ¼ 1 esT 0 Proof: We begin with the definition of Laplace transform and evaluate the integral using periodicity of f (t). Thus we have Z1 Lf f ðtÞg ¼ est f ðtÞ dt 0 ZT ¼ e st Z2T f ðtÞ dt þ est f ðtÞ dt T 0 Z3T þ est f ðtÞ dt þ . . . 2T ZnT þ ðn1ÞT est f ðtÞ dtþ . . . Laplace Transform provided that the series on the right-hand side converges. This is true since the function f satisfies the condition for the existence of its Laplace transform. Consider the integral ZnT est f ðtÞ dt 0 1 ¼ 1 e2s and substitute u ¼ t – (n – 1)T. Since f has period T, we have ZnT ZT st sðn1ÞT e f ðtÞdt¼ e esu f ðuÞ du; 1 ¼ 1 e2s Lff ðtÞg ¼ ð1 þ e 1 ¼ 1 esT 2sT þe e st Z est sin t dt 1 est ðs sin t cos t 1 e2s s2 þ 1 1 1 þ es ¼ 1 e2s s2 þ 1 ¼ ZT þ ...Þ e st f ðtÞdt 0 ZT est f ðtÞ dt 0 n ¼ 1; 2; . . . sT Z2 0 0 Thus, we have 5.21 The function is of period 2. So, Theorem 5.12 yields ZT 1 esT f ðtÞ dt Lf f ðtÞg ¼ 1 esT ðn1ÞT ðn1ÞT n f ðtÞdt (summing the G:P:Þ; ¼ 0 1 ð1 es Þ ðs2 þ 1Þ 0 : 1 ; jrj < 1. since 1 þ r þ r2 þ r3 þ . . . ¼ 1r EXAMPLE 5.72 Find Laplace transform of the half-wave rectified sinusoidal ( sin t for 2n < t < ð2n þ 1Þ f ðtÞ ¼ 0 for ð2n þ 1Þ < t < ð2n þ 2Þ; EXAMPLE 5.73 Find the Laplace transform of full rectified sine wave defined by the expression ( sin t for 0 < t < f ðtÞ ¼ sin t for < t < 2 f ðtÞ ¼ f ðt þ Þ: for n ¼ 0, 1, 2,. . .. Solution. The graph of the half-wave rectified sinusoidal function f is shown in the Figure 5.9 Solution. The graph of the rectified sine wave is shown in the Figure 5.10. f (t ) f(t ) 0 π 2π Figure 5.9 3π 4π t 0 π 2π Figure 5.10 3π 4π t 5.22 n Engineering Mathematics-II The function f has period and, therefore, application of Theorem 5.12 yields Z 1 Lf f ðtÞg ¼ est sin t dt 1 es EXAMPLE 5.75 Find the Laplace transform of the saw tooth wave function, whose graph is shown in the Figure 5.12. f(t ) 0 1 1 þ es s s2 þ 1 1e s 1þe : ¼ ð1 es Þ ðs2 þ 1Þ ¼ a EXAMPLE 5.74 Find Laplace transform of the triangular wave function defined by ( t for 0 t < a f ðtÞ ¼ 2a t for 0 t < 2a; f ð2a þ tÞ ¼ f ðtÞ: Solution. The graph of triangular wave function is shown in the Figure 5.11. t 0 a 2a 3a Figure 5.12 Solution. It is a periodic function with period a. Therefore, Za Z1 1 1 st e f ðtÞdt ¼ t est dt Lf f ðtÞg ¼ 1 eas 1 eas 0 9 8 Za st = 1 < test a e ¼ dt s ; 1 eas : s 0 f (t ) 0 0 a ¼ a 2a 3a t e s 0 1 est est t ¼ 1 eas s s2 t 0 1 1 eas st t 4a Figure 5.11 Using the formula for the Laplace transform of a periodic function, we have Z2a 1 est f ðtÞ dt Lf f ðtÞg ¼ 1 e2as sa est s2 a 0 a 0 sa ¼ 1 ae e 1 2 þ 2 s 1 eas s s ¼ 1 aesa 1 esa þ s s2 1 eas ¼ 1 aesa : s2 sð1 eas Þ 0 ¼ 1 1 e2as 2 a 3 Z2a Z 5.3 4 t est dt þ ð2a tÞest dt5: 0 a Now integration by parts gives 1 1 Lf f ðsÞg ¼ ðeas 1Þ2 : 2 1 e2as s as 1 1 eas 1 ¼ ¼ 2 tanh : 1 þ eas s s2 2 LIMITING THEOREMS Theorem 5.13. (Initial Value). Let f (t) and its derivative f 0 (t) be piecewise continuous and of exponential order, then lim f ðtÞ ¼ lim s FðsÞ; t!0 provided the limits exist. s!1 Laplace Transform Proof: We know that 0 Lf f ðtÞg ¼ sFðsÞ f ð0Þ: ð3Þ Further, since f 0 (t) obeys the criteria for the existence of Laplace transform, we have 1 Z1 Z st 0 e f ðtÞdt jest f 0 ðtÞj dt 0 0 Z1 est eMt dt 1 : sþ1 lim f ðtÞ ¼ f ð0Þ ¼ 1; t!0 s ¼ 1: s!1 s!1 s þ 1 Thus, initial value theorem is verified in this case. On the other hand, lim f ðtÞ ¼ lim et ¼ 0; lim sFðsÞ ¼ lim lim s FðsÞ ¼ f ð0Þ ¼ lim f ðtÞ: t!0 Theorem 5.14 (Final Value). If the limits indicated exist, then lim f ðtÞ ¼ lim s FðsÞ: s!0 Proof: Using Laplace transform of the derivative, we have Z1 0 Lf f ðtÞg ¼ est f 0 ðtÞ dt ¼ sFðsÞ f ð0Þ ð4Þ Z1 est f 0 ðtÞ dt ¼ lim lim lim ZT s!0 T!1 s!0 0 s ¼ 0; þ1 and so the final value theorem also holds for e–t. EXAMPLE 5.77 Suppose Laplace transform of a function f is given by 18 FðsÞ ¼ 2 : sðs þ 36Þ Find f (0) and f 0 (0). Solution. By initial value theorem, we have f ð0Þ ¼ lim f ðtÞ ¼ lim s FðsÞ s!1 s!0 18 s ¼ 0; ¼ lim 2 s!1 sðs þ 36Þ and 0 Then s!0 s s!0 s!1 t!1 t!1 lim sFðsÞ ¼ lim 0 1 ! 0 as s ! 1: M s Hence (3) implies s F(s) – f (0) ! 0 as s ! 1, and so 5.23 Solution. We observe that Lfet g ¼ FðsÞ ¼ t!1 ¼ n f 0 ð0Þ ¼ lim ½s2 FðsÞ s f ð0Þ s!1 est f 0 ðtÞ dt 18s2 0 ¼ 0: þ 36Þ ¼ lim s!1 sðs2 0 ¼ lim lim fesT f ðT Þ f ð0Þg s!0 T !1 ¼ lim f ðT Þ f ð0Þ T!1 ¼ lim f ðtÞ f ð0Þ: t!1 Hence relation (4) yields EXAMPLE 5.78 1 Let FðsÞ ¼ s1 : Can we find f (1) using final value theorem? Solution. In this case, the final value theorem does not apply because lim f ðtÞ ¼ lim et ! 1 as t ! 1: t!1 lim f ðtÞ f ð0Þ ¼ lim sFðsÞ f ð0Þ t!1 t!1 s!0 5.4 and so lim f ðtÞ ¼ lim sFðsÞ: t!1 s!0 EXAMPLE 5.76 Verify the validity of limiting theorems by considering f (t) ¼ et. MISCELLANEOUS EXAMPLES EXAMPLE 5.79 Find the Laplace Transforms of (i) e4t sin 2t cos t; (ii) sinh t cos2 t and (iii) et cos2 t: 5.24 n Engineering Mathematics-II Solution. (i) We have Therefore, by shifting property, L et cos2 t ¼ 1 sin 2t cos t ¼ ½sin 3t þ sin t: 2 Therefore ¼ 1 1 Lfsin 2t cos tg ¼ Lfsin 3tg þ Lfsin tg 2 2 1 3 1 ¼ þ : 2 s2 þ 9 s2 þ 1 Now using shifting property, we get L e4t sin 2t cos t " # 1 3 1 ¼ þ 2 ðs 4Þ2 þ 9 ðs 4Þ2 þ 1 ¼ 1 3 1 þ : 2 s2 8s þ 25 s2 8s þ 17 (ii) Since cos t ¼ 2 1þcos 2 t . 2 1 s2 2s þ 3 ¼ 2 ðs 1Þðs2 2s þ 5Þ s2 þ 2s þ 3 : ðs þ 1Þðs2 þ 2s þ 5Þ (iii) As in part (ii), s2 þ 2 ; s > 0: L cos2 t ¼ 2 sðs þ 4Þ s2 þ 2s þ 3 : ðs þ 1Þðs2 þ 2s þ 5Þ Solution. (i) Using linearty and shifting properties, we have L e3t ð2 cos 5t 3 sin 5tÞ ¼ 2L e3t cos 5t 3L e3t sin 5t ¼2 1 1 L cos2 t ¼ Lf1g þ Lfcos 2tg 2 2 1 1 s s2 þ 2 ¼ 2 ; s > 0: þ 2 ¼ 2 s s þ4 sðs þ 4Þ et et L sinh t cos2 t ¼ L cos2 t 2 1 1 ¼ L et cos2 t L et cos2 t 2( 2 ) 1 ðs 1Þ2 þ 2 ¼ 2 ðs 1Þ½ðs 1Þ2 þ 4 ( ) 1 ðs þ 1Þ2 þ 2 2 ðs þ 1Þ½ðs þ 1Þ2 þ 4 ðs þ 1Þ½ðs þ 1Þ2 þ 4 EXAMPLE 5.80 Find the Laplace transforms of the following: (i) e3t ð2 cos 5t 3 sin 5tÞ and (ii) 1t ðcos at cos btÞ: Therefore Therefore, by shifting property, ðs þ 1Þ2 þ 2 ¼ ¼ sþ3 2 ðs þ 3Þ þ 25 3 5 ðs þ 3Þ2 þ 25 2s 9 ðs þ 3Þ2 þ 25 2s 9 : s2 þ 6s þ 34 (ii) As in Example 5.64, we have Z1 cos at cos bt dt t 0 Z1 ¼ Lfcos at cos btgds 0 Z1 ¼ s s ds s 2 þ a2 s 2 þ b 2 0 ¼ 1 1 logðs2 þ a2 Þ logðs2 þ b2 Þ 2 2 2 1 1 s þa log 2 s þ b2 0 2 " ( )# 2 1 þ as2 1 1 a2 ¼ log lim log 2 s!1 1 þ b2 b2 2 2 s ¼ 2 1 a2 1 b2 ¼ log 2 ¼ log 2 : b a 2 2 1 0 n Laplace Transform EXAMPLE 5.81 Find the Laplace transform of cosh at sin at. EXAMPLE 5.83 Evaluate: 5.25 L te2t sin 4t Solution. Let gðtÞ ¼ cosh at sin at: Solution. We know that Then 1 : þ 16 Now, by shifting property, 1 Lfe2t sin 4tg ¼ : ðs þ 2Þ2 þ 16 Lfsin 4tg ¼ LfgðtÞg ¼ L eat þ eat sin at 2 1 ¼ Lfeat sin at þ eat sin atg 2 1 1 ¼ Lfeat sin atg þ Lfeat sin atg: 2 2 Now Lfsin atg ¼ s2 s2 Further, " # d 1 Lfe2t sin 4tg ¼ ds ðs þ 2Þ2 þ 16 a : þ a2 ¼ 2s þ 4 ðs2 þ 4s þ 20Þ2 : Therefore, by shifting property, Lfeat sin atg ¼ Lfeat sin atg ¼ a 2 ðs aÞ þ a a2 ðs þ aÞ2 þ a2 ; : EXAMPLE 5.84 9 8 < 1 if 0 < t 1 = Express f ðtÞ ¼ t if 1 < t 2 in terms of ; : 2 t if t>2 unit step function and hence find Lf ðtÞ. Hence " # 1 a a þ LfgðtÞg ¼ 2 ðs aÞ2 þ a2 ðs þ aÞ2 þ a2 EXAMPLE 5.82 Find the Laplace transform of f ðtÞ ¼ t2 sin2 at. Solution. Let f ðtÞ ¼ t2 sin2 at: We know that 2a2 i: L sin2 at ¼ h s s2 þ ð2aÞ2 Therefore d2 2a2 L t2 sin2 at ¼ ð1Þ2 2 ds sðs2 þ 4a2 Þ 2 d 1 ¼ 2a2 2 2 ds sðs þ 4a2 Þ " # 4 2 2 4 2 3s þ 6a s 8a ¼ 8a : s2 ðs2 þ 4a2 Þ3 Solution. In terms of Heavyside s unit step function, we have f ðtÞ ¼ HðtÞ þ tHðt 1Þ þ t2 Hðt 2Þ: Therefore Lff ðtÞg ¼ LfHðtÞg þ LftHðt 1Þg þ L t2 Hðt 2Þ 1 d es d e2s þ ð1Þ2 ¼ s ds s ds s 1 es es e2s 2e2s 2 2 ¼ s s s s s 1 1 s s 2s ¼ ½1 e 2e 2 ½e þ e2s : s s EXAMPLE 5.85 Find the Laplace Transform of e3t ½t cos 2t and 1e2t t . Solution. We know that FðsÞ ¼ Lft cos 2tg ¼ s2 4 ðs2 þ 4Þ2 : 5.26 n Engineering Mathematics-II Therefore, by shifting property, Therefore Lfe ðt cos2tÞg ¼ Fðs 3Þ 3t ¼ ðs 3Þ2 4 ððs 3Þ2 þ 4Þ 2 ¼ s2 6s þ 5 ðs2 6s þ 13Þ2 Lfe : Also, As in Example 5.65, Lf1 e2t g ¼ Lf1g Lfe2t g ¼ Therefore, Z1 Lff ðtÞg ¼ 1 1 : s sþ2 1 1 du u uþ2 s ¼ ½log u logðu þ 2Þ1 s " u 1 1 ¼ log ¼ log uþ2 s 1 þ 2s sþ2 ¼ log : s EXAMPLE 5.86 Evaluate: L " # 1 1 sþa sin tg ¼ : 2 s þ a ðs þ aÞ2 þ 4 2 Further, Z1 at 2 Z1 e sin t dt ¼ Lfeat sin2 tgds t 0 0 2 1 3 Z Z1 14 ds sþa ¼ ds5 2 sþa ðs þ aÞ2 þ 4 0 20 31 16 sþa 7 ¼ 4log qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi5 2 2 ðs þ aÞ þ 4 # 1 cos at t 0 1 1 a ¼ 0 log pffiffiffiffiffiffiffiffiffiffiffiffiffi 2 2 a2 þ 4 pffiffiffiffiffiffiffiffiffiffiffiffiffi 1 a2 þ 4 ¼ log : 2 a EXERCISES Solution. See Example 5.63. We have 1 s Lf1 cos atg ¼ Lf1g Lfcos a tg ¼ 2 : s s þ a2 Therefore Z1 1 cos at 1 u du ¼ L t u u2 þ a 2 s 1 1 logðu2 þ a2 Þ ¼ log u 2 s 1 1 1 2 2 2 ¼ log u logðu þ a Þ 2 2 s 1 s 2 þ a2 ¼ log : s2 2 EXAMPLE 5.87 R1 Using Laplace transform evaluate 0 Solution. We have 1 Lfsin2 tg ¼ L ð1 cos 2tÞ 2 at ¼ eat sin2 t dt. t 1 1 s : 2 2 s s þ4 1. Find the Laplace transforms of 6 Ans. s42 þ s4 (a) 4t þ 6e4t 5 Ans. s2 þ8sþ41 (b) e–4t sin 5t (c)1t ðsin atat cos atÞ Ans. tan1 as s2 as þa2 s (d) 2at sin at Ans. ðs2 þa 2 2Þ (e) tx1 eat ðxÞ ( f ) f ðtÞ ¼ Ans. tþ1 3 1 ðsaÞx ;x>0 for 0 t 2 for t > 2 Ans. 1s þ s12 ðe2s 1Þ (g) f (t) ¼ t H(t – a) Ans. ð1þasÞ eas s2 Rt (h) Null function defined by nðtÞ dt ¼ 0 for 0 all t. Ans. 0 2. Show that the Laplace transforms of the following functions do not exist: 2 Hint: Not of exponential order (a) et 1/t Hint: Not defined at t ¼ 0 (b) e (c) f ðtÞ ¼ 1 for even t 0 for odd t n Laplace Transform Hint: has infinite number of finite jumps and so condition of piecewise continuity is not satisfied (d) t–n, n is positive integer. 3. Find L sinht vt Ans. 12 log sþv sv ; s > jvj ¼ est 2 est 3 est 4 þ2 þ3 þ... s 1 s 2 s 3 es ð1 þ es þ e2s þ . . .Þ s es : ¼ sðes 1Þ ¼ 4. Find the Laplace transform of a function whose graph is shown in the Figure 5.13. f(t ) 6. Find the Laplace transforms of Ans. (a) t e–2t sin 2t (b) t2 cos at (c) t sin 3t cos 2t. 1 t 0 1 2 Figure 5.13 Hint: The function is defined by t for 0 t < 1 f ðtÞ ¼ 2 t for 1 t < 2: R2 R1 Therefore, Lf f ðtÞg ¼ test dt þ ð2 tÞ 0 1 est dt ¼ s12 ð1 es Þ2 . 5. Find the Laplace transform of step function f defined by f (t) ¼ n, n t < n þ 1, n ¼ 0, 1, 2, . . . Hint: The graph of step function is shown in the Figure 5.14. Therefore, Lfsin 3t cos 2tg ¼ ¼ n f ðtÞ t o ¼ R1 t 1 2 3 Z1 Lf f ðtÞg ¼ est f ðtÞ dt 0 e 1 þ 25Þ st Z3 dt þ 2 e 2 st Z4 dt þ 3 3 2 þ s ðs2 þ 1Þ2 : Ans. cot1 ðs þ 1Þ. R1 et sin2 t t s2 36 sa dt. Hint: I ¼ Figure 5.14 ¼ 5s ðs2 Ans. log 0 Z2 d ð3s2 þ 15Þ 2 ds ðs þ 1Þ ðs2 þ 25Þ FðsÞ ds. s eat cos 6t t 8. Evaluate I ¼ 0 2s3 6a2 s ðs2 þa2 Þ3 7. Find Laplace transforms of t (a) e tsin t Hint: First find L{e–tsin t} and then use (b) 1 Ans. 3s2 þ 15 ; s > 0 and so ðs2 þ 1Þ ðs2 þ 25Þ Lfs sin 3t cos 2tÞ ¼ L 2 4ðs2Þ ðs2 4sþ8Þ2 1 Hint : sin 3t cos 2t ¼ ð2 sin 3t cos 2tÞ 2 1 1 1 ¼ ðsinð3t þ 2tÞþ sinð3t 2tÞ ¼ sin 5t þ sin t: 2 2 2 f (t ) 3 5.27 R1 Lf f ðtÞg du; where 0 f (t) ¼ e–t sin2 t. But Lfet sin2 tg ¼ ðsþ1Þðs22 þ2sþ5Þ : Therefore, R1 Ans. 12 log 5 I ¼ ðsþ1Þ ðs22 þ2sþ5Þ ds 0 9. Show that Lftf 0 ðtÞg ¼ s dsd FðsÞ þ FðsÞ : 10. Show that L 1t ðsin at at cos atÞ ¼ tan1 as as s2 þa2 : est dt þ . . .11. Show that Lft2 f 00 ðtÞg ¼ s2 d 22 FðsÞ þ 4s d FðsÞþ ds ds þ 2FðsÞ: 5.28 n Engineering Mathematics-II 12. Use initial value theorem to find f (0) and f 0 (0) s for the function f for which FðsÞ ¼ s2 5sþ12 16. Solve Example 5.27 using periodicity R2a Hint : Lf f ðtÞg ¼ 1e12as est f ðtÞ dt ¼ 1e12as Ans. f (0) ¼ 1, f 0 (0) ¼ 5 13. Find the Laplace transform of the square wave function with graph shown in the Figure 5.15. 0 f(t ) t a 2a 3a 4a 5a Figure 5.15 Hint: The function is of period 2a. Therefore, Z2a 1 eas Lf f ðtÞg ¼ est dt ¼ 2as 1e sð1 þ eas Þ a 14. Express the function f (t) in Exercise 13 in terms of Heaviside’s unit step function and then find its Laplace transform. Hint: f (t) ¼ H(t – a) – H(t – 2a) þ H(t þ 3a) – H(t – 4a) þ . . . 15. Find the Laplace transform the of square wave function with graph given in the Figure 5.16. f (t ) 1 0 −1 est dt þ R2a 0 est dt which on using a Examples 5.13 and 5.15 yields the transform as 1 as tanh : s 2 1 0 Ra a 2a 3a 4a t Figure 5.16 Hint: Here the function is of period 2a. Therefore, Za 1 Lf f ðtÞg ¼ est dt 1 e2as 0 1 est a 1 ¼ ¼ 2as s 0 sð1 þ eas Þ: 1e 17. Find Laplace transform of the half-wave rectified sine function f defined by ( ð2nþ1Þ sin vt for 2n v <t < v f ðtÞ ¼ ð2nþ2Þ 0 for ð2nþ1Þ < t < v v Hint: The function is periodic with period Therefore, 2=v Z 1 est sin vt dt Lf f ðtÞg ¼ 1 e2s=v 2 v. 0 Z=v 1 est sin vt dt 1 e2s=v 0 v ð1 þ es=v Þ: ¼ 2 s þ v2 ¼ 18. Establish relation between Laplace transform and Fourier transform of a function. Hint: Let be a function defined by ext f ðtÞ for t > 0 ðt Þ ¼ 0 for t < 0: Then the Fourier transform of is Z1 F ð yÞ ¼ F fðtÞg ¼ eiyt :ext f ðtÞdt 0 Z1 ¼ eðxþiyÞt f ðtÞdt 0 Z1 ¼ est f ðtÞdt ¼ Lf f ðtÞg: 0 Thus Laplace transform of f (t) is equal to the Fourier transform of extf (t). 6 Inverse Laplace Transform Like the operations of addition, multiplication, and differentiation, the Laplace transform has also its inverse. During the process of solving physical problems like differential equations, it is necessary to invoke the inverse transform of the Laplace transform. Thus given a Laplace transform F(s) of a function f, we would like to know what f is. Hence, we are concerned with the solution of the integral equation, Z1 est f ðtÞ dt ¼ FðsÞ: (a) Let f (t) ¼ sin vt, t v Lff ðtÞg ¼ s2 þv 2 . Thus L1 gðtÞ ¼ sin vt 1 Definition 6.1. Let f have Laplace transform F(s), that is, L{ f(t)} ¼ F(s), then f(t) is called an inverse Laplace transform of F(s) and we write L1 fFðsÞg ¼ f ðtÞ; t 0: 1 The transformation L is called inverse Laplace operator and it maps the Laplace transform of a function back to the original function. We know that Laplace transform F(s) of a function f(t) is uniquely determined due to the properties of integrals. However, this is not true for the inverse transform. For example, if f(t) and g(t) are two functions that are identical except for a finite number of points, they have the same transform F(s) since their integrals are identified. Therefore, either f(t) or g(t) is the inverse transform of F(s). Thus inverse transform of a given function F(s) is uniquely determined only upto an additive Rt null function [a function n(t) for which nðuÞ du ¼ 0 0 for all t]. The following examples show that L1 {F(s)} can be more than one function. for t > 0 for t ¼ 0: Then ¼ v ; s2 þ v2 v þ v2 ¼ gðtÞ: LfgðtÞg DEFINITION AND EXAMPLES OF INVERSE LAPLACE TRANSFORM ¼ sin vt: Now let 0 6.1 v s2 þ v 2 0. Then and so L1 s2 v Hence there are two inverse transforms of s2 þv 2. 3t (b) Let f (t) ¼ e and gðtÞ ¼ 0 e3t for t ¼ 1 otherwise: Then both f(t) and g(t) have same Laplace transform 1 1 sþ3. Thus sþ3 has two inverse Laplace transforms f(t) and g(t). But the following theorem shows that the Laplace transform is one-one mapping. Theorem 6.1. (Lerch’s Theorem). Distinct continuous functions on [0, 1) have distinct Laplace transforms. Thus, if we restrict ourselves to continuous functions on [0, 1), then the inverse transform L1{F(s)} ¼ f(t) is uniquely defined. Since many of the functions, we generally deal with, are solutions to the differential equations and hence continuous, the assumption of the theorem is satisfied. 6.2 n Engineering Mathematics-II EXAMPLE 6.1 Find inverse Laplace transform of 1 esa s n! sa ; s ; s2 a2 and snþ1 . a s s2 þa2 ; s2 þa2 ; Solution. We know that a s Lfsin atg ¼ 2 ; Lfcos atg ¼ 2 ; s þ a2 s þ a2 1 esa ; ; Lfhðt aÞg ¼ Lfeat g ¼ s sa s ; and Lfcosh atg ¼ 2 s a2 n! Lftn g ¼ nþ1 ; n being non-negative integer: s Therefore, L1 a ¼ sin at; s2 þa2 L1 s ¼ cos at; s2 þa2 L1 Theorem 6.2. (Linearity Property). If F1(s) and F2(s) are Laplace transforms of f1(t) and f2(t), respectively, and a1 and a2 are arbitrary constants, then L1 fa1 F1 ðsÞ þ a2 F2 ðsÞg ¼ a1 L1 fF1 ðsÞg þ a2 L1 fF2 ðsÞg ¼ a1 f1 ðtÞ þ a2 f2 ðtÞ: Proof: Since Lfa1 f1 ðtÞ þ a2 f2 ðtÞg ¼ a1 Lff1 ðtÞg þ a2 Lff2 ðtÞg ¼ a1 F1 ðsÞ þ a2 F2 ðsÞ; we have L1 fa1 F1 ðsÞ þ a2 F2 ðsÞg ¼ a1 f1 ðtÞ þ a2 f2 ðtÞ ¼ a1 L1 fF1 ðsÞg þ a2 L1 fF2 ðsÞg: EXAMPLE 6.3 Find the inverse Laplace transform of 1 ¼ eat ; sa 1 4 s : þ þ 2s 3ðs aÞ s2 þ 16 esa ¼ Hðt aÞ; Heavyside’s unit step function. Solution. By linearity of inverse Laplace transform, s we have n s o 1 4 s ¼ cosh at; L1 2 L1 þ þ 2 s a2 L1 2s and L1 n! snþ1 Solution. Since L n 1 t1=2 o ¼ ¼ ð1=2Þ s1=2 1 L1 pffiffi s pffiffi s , it follows that 1 ¼ pffiffiffiffiffi : t þ L1 PROPERTIES OF INVERSE LAPLACE TRANSFORM The operational properties used in finding the Laplace transform of a function are also used in constructing the inverse transform. We, thus, have the following properties of inverse transform. s2 s þ 16 ¼ 1 4 at þ e þ cos 4t: 2 3 EXAMPLE 6.4 Find inverse Laplace transform of 5 s 3 þ þ 2 : s3 s þ4 s7 Solution. By linearity, we have L1 6.2 s þ 16 1 1 4 1 ¼ L1 þ L1 2 s 3 sa ¼ tn ; n being non-negative integer, EXAMPLE 6.2 Find L1 p1ffis . 3ðs aÞ 5 s 3 þ þ 2 s3 s þ4 s7 ¼ 5L1 1 s þ L1 2 s3 s þ4 þ 3L1 1 s7 ¼ 5e3t þ cos 2t þ 3 e7t : EXAMPLE 6.5 Find inverse Laplace transform of 3 4 1 þ : þ 2s 3ðs 1Þ 6ðs þ 2Þ Solution. By linearity of inverse Laplace transform, we have 3 4 1 þ L1 þ 2s 3ðs 1Þ 6ðs þ 2Þ EXAMPLE 6.7 s5 . Find inverse Laplace transform of s2 þ6sþ13 Solution. Since s2 s5 ðs þ 3Þ 8 ¼ ; þ 6s þ 13 ðs þ 3Þ2 þ 4 we have 1 L 3 1 4 1 1 1 þ L1 þ L1 ¼ L1 2 s 3 s1 6 sþ2 s5 2 s þ 6s þ 13 ðs þ 3Þ2 þ 4 EXAMPLE 6.8 2s3 . Find inverse Laplace transform of s2 þ4sþ13 pffiffi 1 1 a 1 að s aÞ pffiffi ¼ pffiffi pffiffi pffiffi ¼ pffiffi pffiffi ; sþa s sð s þ aÞ s sðs a2 Þ L ðs þ 3Þ2 þ 4 ( ) 2 1 ¼ e3t ðcos 2t 4 sin 2tÞ: Solution. Since 1 pffiffi sþa ¼L ) sþ3 ¼ e3t cos 2t 4e3t sin 2t EXAMPLE 6.6 n o Find L1 pffis1þa . 1 ( 1 4 L 3 4 1 ¼ þ et þ e2t : 2 3 6 therefore, 6.3 n Inverse Laplace Transform pffiffi 1 sa 1 pffiffi aL pffiffi ¼L s sðs a2 Þ 1 1 ¼ L1 pffiffi aL1 s a2 s 1 þ a2 L1 pffiffi sðs a2 Þ pffi 1 2 2 ¼ pffiffiffiffiffi aea t þ aea t erf ða tÞ t pffi 1 2 ¼ pffiffiffiffiffi aea t ð1 erf ða tÞ t pffi 1 2 ¼ pffiffiffiffiffi aea t erfc ða tÞ t 1 Theorem 6.3. (First Shifting Property). If F(s) is Laplace transform of f(t), then L1 fFðs aÞg ¼ eat f ðtÞ: Proof: We know that Lfeat f ðtÞg ¼ Fðs aÞ: Therefore, L1 fFðs aÞg ¼ eat f ðtÞ: Solution. Since s2 2s 3 2s þ 4 7 2ðs þ 2Þ 7 ¼ ¼ ; 2 þ 4s þ 3 ðs þ 2Þ þ 9 ðs þ 2Þ2 þ 9 we have 1 L 2s 3 2 s þ 4s þ 13 ( 1 ¼L 7 L 2ðs þ 2Þ ) ðs þ 2Þ2 þ 9 ( 1 1 ) ðs þ 2Þ2 þ 9 7 ¼ 2e2t cos 3t e2t sin 3t: 3 EXAMPLE 6.9 s Find inverse Laplace transform of ðsþ1Þ 2. Solution. We note that s ðs þ 1Þ 2 ¼ sþ11 ðs þ 1Þ 2 ¼ 1 1 : s þ 1 ðs þ 1Þ2 Therefore, ( ) ( ) s 1 1 1 1 1 L L ¼ L sþ1 ðs þ 1Þ2 ðs þ 1Þ2 ¼ et :1 et :t ¼ et ð1 tÞ: 6.4 n Engineering Mathematics-II EXAMPLE 6.10 Find inverse Laplace transform of 1 sþ4 sþ2 þ : s2 þ 4s þ 13 s2 þ 8s þ 97 s2 4s þ 29 Solution. We have FðsÞ ¼ ¼ Therefore, by linearity of inverse Laplace transform and shifting property, we get ( ) s þ 2 s 2 ¼ L1 L1 2 s 4s þ 13 ðs 2Þ2 þ 9 ( ) 4 1 3 þ L 3 ðs 2Þ2 þ 9 1 sþ4 sþ2 þ s2 þ 4s þ 13 s2 þ 8s þ 97 s2 4s þ 29 4 ¼ e2t cos 3t þ e2t sin 3t 3 4 ¼ e2t ðcos 3t þ sin 3tÞ: 3 1 ðs þ 2Þ2 þ 9 sþ4 ðs þ 4Þ2 þ 81 þ s2þ4 ðs 2Þ2 þ 25 Theorem 6.4. (Second Shifting Property). If L1 {F(s)} ¼ f(t), then L1 {esa F(s)} ¼ g(t), where : f ðt aÞ 0 gðtÞ ¼ Therefore, ( ) 1 3 L1 fFðsÞg ¼ L1 3 ðs þ 2Þ2 þ 9 ( ) sþ4 1 L ðs þ 4Þ2 þ 81 ( ) s2 1 þL ðs 2Þ2 þ 25 ( ) 4 1 5 þ L 5 ðs 2Þ2 þ 25 Proof: Since L{g(t)} ¼ esa F(s), it follows that L1 fesa FðsÞg ¼ gðtÞ: Second Proof. By definition of Laplace transform, we have Z1 FðsÞ ¼ est f ðtÞ dt: 0 Therefore, e sa Solution. We have s2 ¼ ðs 2Þ 2 ðs 2Þ þ 9 s2 þ 4 2 ðs 2Þ þ 9 4 3 þ : 3 ðs 2Þ þ 9 ðs 2Þ2 þ 9 2 e sa st e Z1 f ðtÞ dt ¼ 0 Z1 ¼ 0 esu f ðu aÞ du; a Za ¼ esðtþaÞ f ðtÞ dt e su Z1 ð0Þ du þ t þ a ¼ u: esu f ðu aÞ du a 0 ¼ LfgðtÞg: Hence L1 fesa FðsÞg ¼ gðtÞ: EXAMPLE 6.12 s=2 Find inverse Laplace transform of es2 þ1 . sþ2 ðs 2Þ þ 4 ¼ 4s þ 13 ðs 2Þ2 þ 9 ¼ Z1 FðsÞ ¼ 1 ¼ e2t sin 3t e4t cos 9t 3 4 þ e2t cos 5t þ e2t sin 5t: 5 EXAMPLE 6.11 sþ2 . Find the inverse Laplace transform of s2 4sþ13 for t > a for t < a: Solution. We have es=2 1 2 ¼ es=2 2 s þ1 s þ1 ¼ es=2 FðsÞ; where FðsÞ ¼ s2 1 : þ1 Inverse Laplace Transform But L1 fFðsÞg ¼ L1 1 s2 þ 1 ¼ L1 1 : s2 þ 1 Therefore, by second-shifting property, L 1 es=2 2 s þ1 ¼ gðtÞ; where sinðt =2Þ for t > =2 gðtÞ ¼ 0 for t < =2 h i ¼ sin t H t 2 h 2 i ¼ cos t H t ; 2 where H(t) denotes Heavyside’s unit step function. EXAMPLE 6.13 sa Find inverse Laplace transform of sve 2 þv2 . v s2 þ v 2 Solution. We have 1 ¼ 1 and L1 s L1 s s2 þ 1 ¼ cos t: Therefore, using linearity property and secondshifting property, we have A s esa L1 s s2 þ 1 A s ¼ A gðtÞ; L esa 2 ¼ AL1 s s þ1 where ( gðtÞ ¼ cosðt aÞ for t > a 0 for t < a: ¼ Hðt aÞ cosðt aÞ: Hence A s esa 2 s s þ1 L1 ¼ sin vt: ¼ A H ðt aÞ cosðt aÞ: Therefore, by second-shifting property, v ¼ gðtÞ; L1 esa 2 s þ v2 EXAMPLE 6.16 e7s Find the inverse Laplace transform of ðs3Þ 3. where Solution. Since sin vðt aÞ for t > a 0 for t < a: gðtÞ ¼ L 1 1 ðs 3Þ3 ! 1 ¼ t2 e3t ; 2 EXAMPLE 6.14 s Find inverse transform of 2es3 , Re(s) > 0. by second-shifting property, we have ( ) 1 1 7s e L ¼ gðtÞ; ðs 3Þ3 Solution. We have where Since L1 property, 1 s3 2es 1 ¼ 2es : 3 : s3 s ¼ t2 , therefore, by second-shifting L1 s 2e s3 ¼ gðtÞ; where gðtÞ ¼ 2ðt 1Þ2 0 for t 1 for 0 t < 1: 6.5 EXAMPLE 6.15 n o s esa , where A is a constant. Find L1 As s2 þ1 Solution. We have L1 n ( gðtÞ ¼ 1 2 ðt 7Þ2 e3ðt7Þ 0 for t > 7 for 0 t 7 1 ¼ Hðt 7Þðt 7Þ2 e3ðt7Þ : 2 Theorem 6.5. (Change of Scale Property). If L1 {F(s)} ¼ f(t), then 1 t L1 fFðasÞg ¼ f : a a 6.6 n Engineering Mathematics-II Proof: By the definition of Laplace transform, Z1 FðsÞ ¼ est f ðtÞ dt: Z1 FðasÞ ¼ 0 1 ¼ a east f ðtÞ dt Z1 esu f u a 0 n o 1 t : ¼ L f a a Hence du; u ¼ at 1 t L fFðasÞg ¼ f : a a Remark 6.1. It follows from 6.5 that if Theorem L1{F(s)} ¼ f(t), then L1 F as ¼ af (at) for a > 0. EXAMPLE 6.17 Find the inverse transform of ðs=2sÞ2 þ4. L we have ( L1 s ðs=2Þ þ 4 ( 1 1 L1 sþa sþb ¼ t f ðtÞ; ¼ 2L1 s=2 ðs=2Þ2 þ 4 Proof: Since Lftn f ðtÞg ¼ ð1Þn dn FðsÞ; dsn n o L1 F ðnÞ ðsÞ ¼ ð1Þn tn f ðtÞ eat ebt ¼ t f ðtÞ: ) Theorem 6.6. (Inverse Laplace Transform of Derivatives). If L1{F(s)} ¼ f(t), then n o L1 F ðnÞ ðsÞ ¼ ð1Þn tn f ðtÞ: EXAMPLE 6.18 n o 2 . Find L1 ðs1s 2 þ1Þ2 Solution. We note that d sþa d log ¼ ½logðs þ aÞ logðs þ bÞ ds s þ b ds 1 1 : ¼ sþa sþb Therefore, the use of Theorem 6.6 yields 1 1 L1 ¼ t f ðtÞ sþa sþb that is, ¼ 2:2 cosð2ð2tÞÞ ¼ 4 cos 4t: we have d s 1 s2 ¼ : ds s2 þ 1 ðs2 þ 1Þ2 Therefore, by Theorem 6.6, ( ) we have 2 1s L1 ¼ t cos t: ðs2 þ 1Þ2 L1 ¼ cos 2t; ) 2 ¼ cos t: and so Solution. Since s s2 þ 4 s s2 þ 1 EXAMPLE 6.19 n o Find L1 log sþa sþb . 1 1 L1 Further 0 Therefore, Solution. We know that Hence 1 f ðtÞ ¼ ðebt eat Þ: t EXAMPLE 6.20 n o 2 2 Find L1 log ss2 þa þb2 . Solution. Since d s 2 þ a2 d log 2 ¼ ½logðs2 þ a2 Þ logðs2 þ b2 Þ s þ b2 ds ds 2s 2s 2 ; ¼ 2 2 s þa s þ b2 Theorem 6.6 yields 2s 2s ¼ t f ðtÞ; 2 L1 2 2 s þa s þ b2 or 2 cos at 2 cos bt ¼ t f ðtÞ; Inverse Laplace Transform or 2 f ðtÞ ¼ ðcos bt cos atÞ: t EXAMPLE 6.21 Find L1 log 1þs s . or f ðtÞ ¼ 1 L and so L1 1 s2 þ 1 ¼ tf ðtÞ; Hence f ðtÞ ¼ sin t : t EXAMPLE 6.24 n o s2 þ1 Find L1 log ðs1Þ 2 . Solution. Since d s2 þ 1 log ds ðs 1Þ2 ! 1 et : t ¼ d ½logðs2 þ 1Þ 2 logðs 1Þ ds ¼ 2s 2 ; s2 þ 1 s 1 we have EXAMPLE 6.22 Find L1 log 1 þ s12 . we have it follows that 1ðsin tÞ ¼ t f ðtÞ: e1 1 ¼ tf ðtÞ Solution. Since d s2 þ 1 log 2 ds s 6.7 that is, Solution. Since d 1þs d log ¼ ½logð1 þ sÞ log s ds s ds 1 1 ; ¼ sþ1 s Therefore, 1 1 L1 ¼ tf ðtÞ sþ1 s or n L1 s2 2s 2 þ1 s1 ¼ tf ðtÞ; which yields d ¼ ½logðs2 þ 1Þ log s2 ds 2s 2s s 1 ¼ 2 ¼2 2 ; s þ 1 s2 s þ1 s s 1 2 2 s þ1 s ¼ tf ðtÞ 2 cos t 2 ¼ t f ðtÞ or f ðtÞ ¼ 2ð1 cos tÞ : t EXAMPLE 6.23 Find L1 tan1 1s ’s > 0, Solution. Since d 1 1 1 tan1 ¼ ds s s2 1 þ ð1=sÞ2 1 1 1 ¼ 2 ; ¼ 1 þ ð1=s2 Þ s2 s þ1 2½cos t et ¼ t f ðtÞ or f ðtÞ ¼ 2ðet cos tÞ : t EXAMPLE 6.25 n o sþ2 Find L1 ðs2 þ4sþ5Þ 2 . Solution. We have sþ2 ðs2 þ 4s þ 5Þ2 Therefore, ( L1 sþ2 ðs2 þ 4s þ 5Þ2 ¼ sþ2 ððs þ 2Þ2 þ 1Þ2 ) ( ¼ L1 sþ2 ) ððs þ 2Þ2 þ 1Þ2 ( ) s 2t 1 ¼ e :L : ðs2 þ 1Þ2 n o s We now find L1 ðs2 þ1Þ 2 . We note that d 1 2s ¼ : 2 2 ds ðs þ 1Þ ðs þ 1Þ2 6.8 n Engineering Mathematics-II Therefore, by Theorem 6.6 ( ) 2s 1 ¼ t L1 2 ¼ t sin t L1 s þ1 ðs2 þ 1Þ2 and so ( ) s 1 L1 ¼ t sin t: 2 2 2 ðs þ 1Þ Hence ( ) sþ2 1 1 ¼ t e2t sin t: L 2 2 2 ðs þ 4s þ 5Þ EXAMPLE 6.26 n o sþ3 Find L1 ðs2 þ6sþ13Þ . 2 Solution. We have sþ3 f ðtÞ L t we have L1 8 1 <Z : Z1 ¼ FðuÞ du; s FðuÞ du s 9 = ; ¼ f ðtÞ : t EXAMPLE 6.27 Find 8 1 9 = <Z 1 1 du : L1 : ; u1 uþ1 s sþ3 ¼ : ðs2 þ 6s þ 13Þ2 ððs þ 3Þ2 þ 4Þ2 Therefore, ( ) ( ) s þ 3 s þ 3 L1 ¼ L1 ðs2 þ 6s þ 13Þ2 ððs þ 3Þ2 þ 4Þ2 ( ) s 3t 1 ¼e L : ðs2 þ 4Þ2 n o s To find L1 ðs2 þ4Þ 2 , we note that d 1 2s ¼ : 2 ds s2 þ 4 ðs þ 4Þ2 Therefore,( ) 2s 1 1 L ¼ tL1 2 s þ4 ðs2 þ 4Þ2 and so Proof: Since, t ¼ sin 2t 2 ( ) s 1 L1 ¼ t sin 2t: 2 2 4 ðs þ 4Þ Consequently, we get ( ) sþ3 1 1 ¼ t e3t sin 2t: L 2 4 ðs2 þ 6s þ 13Þ Solution. By Theorem 6.7, we have n o 8 1 9 = L1 1 1 <Z 1 u1 uþ1 1 du ¼ : L1 : ; u1 uþ1 t s But L1 1 1 u1 uþ1 ¼ et et : Therefore, 8 1 9 = <Z 1 1 et et : du ¼ L1 : ; t u1 uþ1 s Theorem 6.8. (Multiplication by sn). If L1 fF ðsÞg ¼ f ðtÞ and f(0) ¼ 0, then L1 fsF ðsÞg ¼ f 0 ðtÞ: Proof: We know that Lf f 0 ðtÞg ¼ s FðsÞ f ð0Þ and so L1 fsF ðsÞ f ð0Þg ¼ f 0 ðtÞ; that is, L1 fsF ðsÞg ¼ f 0 ðtÞ: Remark 6.2. If f (0) 6¼ 0, then Theorem 6.7. (Inverse Laplace Transform of Integrals). If L1 ðsÞg ¼ f ð9 tÞ, then 8fF <Z1 = f ðtÞ FðuÞ du ¼ : L1 : ; t s L1 fsF ðsÞ f ð0Þg ¼ f 0 ðtÞ and so L1 fsF ðsÞg ¼ f 0 ðtÞ þ f ð0ÞðtÞ; where (t) is the Dirac delta function. Inverse Laplace Transform n 6.9 Also g(0) ¼ g0 (0) ¼ 0. Thus Lfg00 ðtÞg ¼ s2 LfgðtÞg s gð0Þ g0 ð0Þ EXAMPLE 6.28 n 2 o Find L1 s2sþ1 . ¼ s2 LfgðtÞg; Solution. We know that s L1 2 s þ1 that is, Lff ðtÞg ¼ s2 L fgðtÞg ¼ cos t ¼ f ðtÞ and f(0) ¼ 1 6¼ 0 for t ¼ 0. Therefore, s2 L1 2 ¼ L1 fsF ðsÞg s þ1 or FðsÞ ¼ s2 L fgðtÞg or LfgðtÞg ¼ 0 ¼ f ðtÞ þ f ð0ÞðtÞ ¼ ðtÞ sin t: Hence EXAMPLE 6.29 n 3 o Find L1 s2sþ1 . L 1 FðsÞ s2 Z t Zv FðsÞ s2 ¼ gðtÞ ¼ f ðuÞ du dv 0 Solution. From the Example 6.28, s2 ¼ ðtÞ sin t ¼ f ðtÞ: L1 2 s þ1 Since f (0) ¼ 0, we have s3 L1 2 ¼ L1 fsF ðsÞg ¼ f 0 ðtÞ s þ1 d ¼ fðtÞ sin tÞ ¼ 0 ðtÞ cos t: dt Theorem 6.9. (Division by s). If L1 fF ðsÞg ¼ f ðtÞ, then Zt 1 FðsÞ ¼ f ðuÞ du: L s 0 Proof: We know that 8 t 9 <Z = FðsÞ f ðuÞ du ¼ L : : ; s 0 Zt Zt ¼ f ðtÞ dt2 : 0 0 In general, we have L 1 Zt Zt Zt FðsÞ ¼ . . . f ðtÞdtn : sn 0 0 0 |fflfflfflfflfflfflffl{zfflfflfflfflfflfflffl} n times EXAMPLE 6.30 n o 1 Find L1 sðsþ1Þ . Solution. Since L1 L1 n 1 sðs þ 1Þ o ¼ et , we have Zt ¼ eu du ¼ ½eu t0 1 sþ1 0 ¼ ½et 1 ¼ 1 et : 0 Therefore, L1 Zt FðsÞ s f ðuÞdu: ¼ 0 Remark 6.3. Consider Z t Zv gðtÞ ¼ f ðuÞ du dv: 0 Then 0 0 Zt g ðtÞ ¼ f ðuÞ du 0 and g00 ðtÞ ¼ f ðtÞ: EXAMPLE 6.31 n o 1 . Find L1 s2 ðsþ1Þ Solution. From Example 6.30, we have 1 ¼ 1 et L1 sðs þ 1Þ Therefore, by Theorem 6.9, we have Zt 1 1 ¼ ð1 eu Þdu ¼ ½u þ eu t0 L s2 ðs þ 1Þ 0 ¼ t þ et 1: 6.10 n Engineering Mathematics-II EXAMPLE 6.32 n o n o s 1 Find L1 ðs2 þa and deduce L1 ðs2 þa 2 Þ2 2 Þ2 from it. Solution. Since d a 2as ¼ ; ds s2 þ a2 ðs2 þ a2 Þ2 we have ( L1 2as ) ¼ tf ðtÞ; þ a2 Þ 2 n o a where f ðtÞ ¼ L1 s2 þa ¼ sin at and so 2 ( ) s 1 ¼ t sin at 2a L ðs2 þ a2 Þ2 ( Hence L1 ðs2 s ðs2 þ a2 Þ2 ) ¼ t sin at 2a Zt where P(s) is a polynomial of degree less than n. In terms of complex analysis, we call a1, a2, . . ., an the simple poles of F(s). The partial fraction decomposition shall be A1 A2 An þ þ ... þ : FðsÞ ¼ s a1 s a2 s an Multiplying both sides of this equation by s ai and letting s ! ai, we have Ai ¼ lim ðs ai ÞFðsÞ: Again, in terms of complex analysis, Ai is called the residue of F(s) at the poles ai. Now, let L{f(t)} ¼ F(s). Then X n n X Ai ¼ L1 A i eai t f ðtÞ ¼ L1 fFðsÞg ¼ s a i i¼1 i¼1 ¼ u sin au du n X i¼1 0 9 8 Zt = < h i t 1 cos au cos au u du ¼ ; 2a : a a 0 0 1 t cos at sin at ¼ þ 2 2a a a 1 ¼ 3 ðsin at at cos atÞ: 2a 6.3 ai 6¼ aj ; s!ai Now Theorem 6.9 yields ( ) 1 1 L ðs2 þ a2 Þ2 1 ¼ 2a We can also use the concept of simple poles of the rational function F(s) to find inverse Laplace transform. Let PðsÞ PðsÞ ; ¼ FðsÞ ¼ QðsÞ ðs a1 Þðs a2 Þ . . . ðs an Þ PARTIAL FRACTIONS METHOD TO FIND INVERSE LAPLACE TRANSFORM While working with physical problems, we come across some functions that are not immediately recognizable as the Laplace transform of some elementary functions. In such cases, we decompose the given function into partial fractions and then write down the inverse of each fraction. This method is used when inverse transform of a rational function is required. lim ðs ai ÞFðsÞeai t : s!ai EXAMPLE 6.33 n o Find L1 s3 ðs12 þ1Þ . Solution. Write 1 A B C Ds þ E ; ¼ þ 2þ 3þ 2 s3 ðs2 þ 1Þ s s s s þ1 which yields 1 ¼ As2 ðs2 þ 1Þ þ Bsðs2 þ 1Þ þ Cðs2 þ 1Þ þ ðDs þ EÞs3 : Putting s ¼ 0, we get C ¼ 1. Comparing coefficients of s on both sides, we get B ¼ 0. Comparing coefficients of s2 on both sides, we get A þ C ¼ 0 which yields A ¼ C ¼ 1. Comparing coefficients of s3, we get B þ E ¼ 0 and so E ¼ B ¼ 0. Comparing coefficients of x4, we have A þ D ¼ 0 and so D ¼ A ¼ 1. Thus 1 1 1 s ¼ þ 3þ 2 : s3 ðs2 þ 1Þ s s s þ1 Inverse Laplace Transform Hence, by Example 6.1, 1 1 1 s ¼ L1 þ 3 þ 2 L1 3 2 s ðs þ 1Þ s s s þ1 1 ¼ 1 þ t2 þ cos t 2 1 2 ¼ ðt þ 2 cos t 2Þ: 2 6.11 EXAMPLE 6.36 n o Find L1 ðs1Þ4sþ5 . 2 ðsþ2Þ Solution. Write 4s þ 5 ¼ ðs 1Þ2 ðs þ 2Þ A B C þ þ ; s 1 ðs 1Þ2 s þ 2 which gives 4s þ 5 ¼ Aðs þ 2Þðs 1Þ þ Bðs þ 2Þ þ Cðs 1Þ2 : EXAMPLE 6.34 n o Find L1 ðsþ1Þ 2ðs2 þ1Þ . Solution. Write 2 A Bs þ C ¼ : þ 2 2 ðs þ 1Þ ðs þ 1Þ s þ 1 s þ 1 Clearing fractions, we have Putting s ¼ 1, we get 9 ¼ 3B and so B ¼ 3. Equating the coefficients of s and s2, we get A þ B – 2C ¼ 4 and A þ C ¼ 0. These equations give C ¼ 13 and A ¼ 13. Thus 4x þ 5 2 2 ¼ Aðs2 þ 1Þ þ ðBs þ CÞðs þ 1Þ: Putting s ¼ 1, we have A ¼ 1. Comparing the coefficient of s2 and that of s0, we get 0 ¼ A þ B; which yields B ¼ 1 and 2 ¼ A þ C; which yields C ¼ 1: Hence 2 1 s þ 1 ¼ þ ðs þ 1Þðs2 þ 1Þ s þ 1 s2 þ 1 1 s 1 þ : ¼ s þ 1 s2 þ 1 s 2 þ 1 Therefore, 2 ¼ et cos t þ sin t: L1 ðs þ 1Þ ðs2 þ 1Þ ðs 1Þ ðs þ 2Þ Hence ( L 1 1 3 1 þ : 2 3ðs 1Þ ðs 1Þ 3ðs þ 2Þ ¼ ) 4s þ 5 2 ðs 1Þ ðs þ 2Þ 1 1 ¼ et þ 3t et e2t : 3 3 EXAMPLE 6.37 n o 2 Find L1 s3 þ6s2sþ11sþ6 . Solution. We have s2 : s3 þ 6s2 þ 11s þ 6 Clearly s ¼ 1, 2, and 3 are roots of the polynomial s3 þ 6s2 þ 11s þ 10. Hence the simple poles of F(s) are 1, 2, and 3. Therefore, FðsÞ ¼ f ðtÞ ¼ L1 fFðsÞg ¼ lim ðs þ 1Þ FðsÞet s!1 þ lim ðs þ 2Þ FðsÞe2t þ lim ðs þ 3Þ FðsÞe3t EXAMPLE 6.35 n o s2 Find L1 ðs1Þ ðsþ2Þ ðs3Þ . s!2 Solution. The simple poles of the rational function F(s) are s ¼ 1, 2, and 3. Therefore, 1 f ðtÞ ¼ L fFðsÞg ¼ limðs 1Þ FðsÞe t s!1 þ lim ðs þ 2Þ FðsÞ e2t þ lim ðs 3Þ FðsÞ e3t s!2 n s!3 1 4 9 ¼ et þ e2t þ e3t 6 ð3Þ ð5Þ ð2Þ ð5Þ 1 4 9 ¼ et þ e2t þ e3t : 6 15 10 s!3 1 9 ¼ et 4e2t þ e3t : 2 2 EXAMPLE 6.38 n 3 o s Find L1 s4 a . 4 Solution. We have s3 s3 ¼ s4 a4 ðs aÞ ðs þ aÞ ðs2 þ a2 Þ ¼ A B Cs þ D þ þ 2 ; s a s þ a s þ a2 6.12 n Engineering Mathematics-II which yields s3 ¼ Aðs þ aÞðs2 þ a2 Þ þ Bðs aÞðs2 þ a2 Þ ¼ þ ðCs þ DÞðs2 a2 Þ ¼ Aðs þ as þ a s þ a Þ þ Bðs as þ a s a Þ 3 2 2 3 3 2 2 3 þ Cðs3 sa2 Þ þ Dðs2 a2 Þ: Putting s ¼ a, a, we get A ¼ B ¼ 14. Comparing coefficients of s, and s2, we get C ¼ 12, D ¼ 0. Thus 3 s 1 1 s : ¼ þ þ 2 4 4 s a 4ðs aÞ 4ðs þ aÞ 2ðs þ a2 Þ Hence s3 1 1 1 L1 4 ¼ eat þ eat þ cos at s a4 4 4 2 1 1 eat þ eat ¼ cos at þ 2 2 2 1 ¼ ½cos at þ cosh at: 2 EXAMPLE 6.39 n o s2 Find L1 ðs2 a2 Þ ðs2 b 2 Þ ðs2 c2 Þ . a ðeat eat Þ b ðebt ebt Þ þ 2 2 2 2 2 2 2 2 2ða b Þ ða c Þ 2ðb a Þ ðb c Þ þ þ cðec t ec t Þ asinhat ¼ 2ðc2 a2 Þ ðc2 b2 Þ ða2 b2 Þ ða2 c2 Þ bsinhbt ðb2 a2 Þ ðb2 c2 Þ þ csinhct ðc2 a2 Þ ðc2 b2 Þ : EXAMPLE 6.40 n 2 o 2s 6sþ5 Find L1 s3 6s 2 þ11s6 . Solution. Let FðsÞ ¼ s3 2s2 6s þ 5 : 6s2 þ 11s 6 We observe that s ¼ 1, s ¼ 2, and s ¼ 3 are the roots of the equation s3 6s2 þ 11s 6 ¼ 0. Thus FðsÞ ¼ 2s2 6s þ 5 : ðs 1Þ ðs 2Þ ðs 3Þ Solution. Let Therefore, s2 FðsÞ ¼ 2 2 2 2 2 2 ðs a Þ ðs b Þ ðs c Þ L1 fFðsÞg ¼ limðs 1Þ FðsÞ et þ limðs 2Þ FðsÞe2t s!1 s!2 2 s : ¼ 1 5 ðs aÞ ðs þ aÞ ðs bÞ ðs þ bÞðs cÞ ðs þ cÞ þ limðs 3Þ FðsÞ e3t ¼ et e2t þ e3t : s!3 2 2 The simple poles of F(s) are a, a, b, b, c, and c. Therefore, EXAMPLE 6.41 L1 fFðsÞg ¼ limðsaÞFðsÞeat þ lim ðsþaÞFðsÞ eat 1 s!a s!a Find L1 s3 a 3 . bt bt þlimðsbÞFðsÞe þ lim ðsþbÞFðsÞe s!b s!b þlimðscÞFðsÞect þ lim ðsþcÞFðsÞect s!c s!c a2 eat 2aða2 b2 Þða2 c2 Þ a2 eat 2aða2 b2 Þ ða2 c2 Þ b2 ebt þ 2bðb2 a2 Þðb2 c2 Þ b2 ebt 2bðb2 a2 Þ ðb2 c2 Þ c2 ec t þ 2 2cðc a2 Þ ðc2 b2 Þ c2 ec t 2 2cðc a2 Þðc2 b2 Þ ¼ Solution. We have 1 1 FðsÞ ¼ 3 ¼ s a3 ðs aÞ ðs2 þ as þ a2 Þ ¼ A Bs þ C þ : s a s2 þ as þ a2 Therefore, 1 ¼ Aðs2 þ as þ a2 Þ þ ðBs þ CÞðs aÞ: Putting s ¼ a, we have A ¼ 3a12 . Comparing the coefficients of constant terms and of s2, we get respectively, a2A aC ¼ 1 and A þ B ¼ 0 which in 2 . Thus turn imply B ¼ A ¼ 3a12 and C ¼ 3a 1 1 s þ 2a 2 2 FðsÞ ¼ 2 : 3a ðs aÞ 3a s þ as þ a2 Inverse Laplace Transform Hence L1 fFðsÞg a 3a ! sþ2 þ 2 1 1 1 1 1 2L ¼ 2L a2 3a2 3a sa 3a sþ2 þ 4 " ! a sþ2 1 at 1 1 ¼ 2e 2 L a2 3a2 3a 3a sþ þ 4 !# 2 1 þL 3a 2 a2 3a2 sþ2 þ 4 pffiffiffi pffiffiffi 1 at 1 3 a pffiffiffi 3a at2 cos ¼ 2e 2 e t þ 3 sin t 3a 3a 2 2 pffiffiffi pffiffiffi pffiffiffi 1 3a 3a at t þ 3 sin t : ¼ 2 eat e 2 cos 3a 2 2 EXAMPLE 6.42 n o 4sþ5 Find L1 ðs1Þ . 2 ðsþ2Þ n 6.13 Putting s ¼ 1 yields D ¼ 13. Putting s ¼ 2, we have B ¼ 13. Comparing coefficients of s3, we have A þ C ¼ 0 and comparing coefficient of s2, we have B þ D 3C ¼ 0. Thus C ¼ A ¼ 0 and so 2s 1 1 1 ¼ þ : FðsÞ ¼ 2 2 2 ðs þ 2Þ ðs 1Þ 3ðs þ 2Þ 3ðs 1Þ2 Hence 1 1 1 L1 fFðsÞg ¼ t e2t þ t et ¼ tðet e2t Þ: 3 3 3 6.4 HEAVISIDE’S EXPANSION THEOREM PðsÞ Let F(s) ¼ QðsÞ , where P(s) and Q(s) have no common factors and the degree of Q(s) is greater than the degree of P(s). If Q(s) has distinct zeros, then the following theorem gives us the inverse Laplace transform of F(s). Theorem 6.10. (Heaviside’s Expansion Formula). Let P(s) and Q(s) be polynomials in s, where degree of Solution. Write 4s þ 5 A B C Q(s) is greater than that of P(s). If Q(s) has n distinct þ ; þ FðsÞ ¼ ¼ ðs 1Þ2 ðs þ 2Þ s 1 ðs 1Þ2 s þ 2 zeros a1, a2, . . ., an, then n X Pðai Þ ai t and so 1 PðsÞ e : L ¼ 0 ða Þ 4s þ 5 ¼ Aðs 1Þðs þ 2Þ þ Bðs þ 2Þ þ Cðs 1Þ2 : QðsÞ Q i i¼1 Taking s ¼ 1, we get B ¼ 3. Similarly, taking s ¼ 2, we get C ¼ 13. Now equating coefficients of s2, we have A þ C ¼ 0 and so A ¼ C ¼ 13. Hence 1 3 1 þ : FðsÞ ¼ 3ðs 1Þ ðs 1Þ2 3ðs þ 2Þ Hence 1 1 L1 fFðsÞg ¼ et þ 3t et e2t : 3 3 EXAMPLE 6.43 n o Find L1 ðsþ2Þ2sþ1 . 2 ðs1Þ2 Proof: Since Q(s) has n distinct zeros, it factorizes into n linear factors and so by partial fractions, we have PðsÞ A1 A2 Ai An ¼ þ þ ... þ þ ... þ : s ai s an QðsÞ s a1 s a2 Multiplying throughout by s ai and letting s ! ai, we obtain PðsÞ s ai Ai ¼ lim ðs ai Þ ¼ lim PðsÞ s!ai QðsÞ s!ai QðsÞ s ai ¼ lim PðsÞ lim s!ai s!ai QðsÞ Solution. Write FðsÞ ¼ ¼ Pðai Þ lim 2s þ 1 2 2 ðs þ 2Þ ðs 1Þ A B C D ¼ þ þ þ 2 s þ 2 ðs þ 2Þ s 1 ðs 1Þ2 and so 2s þ 1 ¼ Aðs þ 2Þðs 1Þ2 þ Bðs 1Þ2 þ Cðs 1Þðs þ 2Þ2 þ Dðs þ 2Þ2 : 1 s!ai Q0 ðsÞ ¼ Hence ðusing L’Hospital’s Pðai Þ : Q0 ðai Þ n PðsÞ X PðQi Þ 1 ¼ 0 ða Þ ðs a Þ QðsÞ Q i i i¼1 ruleÞ 6.14 n Engineering Mathematics-II and so PðsÞ L1 QðsÞ 6.5 n X Pðai Þ 1 1 L ¼ 0 ða Þ Q s ai i i¼1 n X Pðai Þ eai t : ¼ 0 ða Þ Q i i¼1 EXAMPLE 6.44 n o Find L1 ðs3Þ sðs2 þ4Þ using Heaviside’s expansion formula. Solution. Let FðsÞ ¼ PðsÞ s : ¼ QðsÞ ðs 3Þ ðs2 þ 4Þ SERIES METHOD TO DETERMINE INVERSE LAPLACE TRANSFORM Let L{f(t)} ¼ F(s). In certain situation, we observed that Laplace transform of f(t) can be obtained by expressing f(t) in terms of power series and then by taking transform term-by-term. The same technique proves useful in finding inverse Laplace transforms. Thus, if a0 a1 a2 FðsÞ ¼ þ 2 þ 3 þ . . . ; s s s then f ðtÞ ¼ a0 þ a1 þ a2 Thus PðsÞ ¼ s; QðsÞ ¼ ðs 3Þðs2 þ 4Þ ¼ s3 3s2 þ 4s 12 and where the series on the right-hand side may be summable to a known function. Q0 ðsÞ ¼ 3s2 6s þ 4: Also roots of Q(s) ¼ 0 are 3, 2i, and 2i. Therefore, by Heaviside’s expansion formula 3 X PðsÞ Pðai Þ ai t Pð3Þ 3t e ¼ 0 e ¼ L1 QðsÞ Q0 ðai Þ Q ð3Þ i¼1 Pð2iÞ 2it Pð2iÞ 2it e þ 0 e Q0 ð2iÞ Q ð2iÞ 3 2i 2i ¼ e3t þ e2it e2it 13 8 12i 8 þ 12i 3 ð3 þ 2iÞ ðcos 2t þ isin 2tÞ ¼ e3t 13 26 2i 3 þ ðcos 2t i sin 2tÞ 26 3 3 2 ¼ e3t cos 2t þ sin 2t: 13 13 13 þ EXAMPLE 6.45 n o 3sþ7 Find L1 ðs3Þ ðsþ1Þ using Heaviside’s expansion formula. Solution. We have PðsÞ 3s þ 7 3s þ 7 : ¼ ¼ FðsÞ ¼ QðsÞ ðs 3Þ ðs þ 1Þ s2 2s 3 0 Here P(s) ¼ 3s þ 7, Q(s) ¼ s 2s 3, Q (s) ¼ 2s 2, and zeros of Q(s) are 3 and 1. Hence, by Heaviside’s expansion formula, 2 X Pðai Þ ai t Pð3Þ 3t Pð1Þ t e ¼ 0 e þ 0 e L1 fFðsÞg ¼ Q0 ðai Þ Q ð3Þ Q ð1Þ i¼1 2 ¼ 16 3t 4 t e þ e ¼ 4e3t et : 4 4 t2 þ ...; 2! EXAMPLE 6.46 Find L1 e1=s . s Solution. Expansion in series yields 1 1=s 1 1 1 1 1 ¼ 1 þ þ ... e 2 3 s s s 2! s 3! s 4! s4 1 1 1 1 þ ... ¼ 2þ s s 2! s3 3!s4 n 1 X ð1Þ : ¼ n! snþ1 n¼0 Inversion of the series term-by-term yields 1 X ð1Þn 1 1 L L1 fFðsÞg ¼ n! snþ1 n¼0 ¼ 1 X ð1Þn tn n¼0 ðn!Þ 2 pffi ¼ J0 ð2 tÞ; where J0(t) is the Bessel function of order zero. EXAMPLE 6.47 Find L1 1s sin 1s . Solution. We have " # 1 1 1 1 ð1=sÞ3 ð1=sÞ5 ð1=sÞ7 þ ... sin ¼ 3! 5! 7! s s s s ¼ 1 1 1 1 4 þ 6 8 þ ... 2 s s :3! s :5! s 7! Inverse Laplace Transform Therefore, 1 1 1 1 1 ¼ L1 2 L1 4 L1 sin s s s 3! s þ 1 1 1 1 1 L1 8 þ .. . L 6 5! s 7! s ¼t 1 ð3!Þ2 t3 1 ð5!Þ2 t5 1 ð7!Þ2 t7 þ ... n 6.15 But, using G(vþ1) ¼ vG(v), we have 1 1 1:3:5 . . . :ð2n 1Þ nþ ¼ 2 2 2n pffiffiffi 1:3:5 . . . :ð2n 1Þ ¼ : 2n Hence 1 1 X ð1Þn an tn 1 pffiffiffi L1 fFðsÞg ¼ pffi ¼ pffiffiffiffiffi eat : n! t n¼0 t EXAMPLE 6.48 Find L1 tan1 1s . 6.6 Solution. We have 1=s ð1=sÞ3 ð1=sÞ5 ð1=sÞ7 1 1 tan þ þ ... ¼ 3 5 7 s 1 The convolution of two functions plays an important role in a number of physical applications. It is generally expedient to resolve a Laplace transform into the product of two transforms when the inverse transform of both transforms are known. 1 1 1 1 ¼ 3 þ 5 7 þ ... s 3s 5s 7s Therefore, inversion of the series term-by-term yields 1 t2 1 t4 1 t6 1 1 1 tan ¼ 1 : þ : : þ ... L s 3 2! 5 4! 7 6! CONVOLUTION THEOREM Definition 6.2. The convolution (or Faltung) of two given functions f(t) and g(t), t > 0 is defined by the integral Zt ðf gÞðtÞ ¼ f ðuÞgðt uÞ du; 0 which, of course, exists if f and g are piecewise t2 t4 t6 continuous. ¼ 1 þ þ ... Rt 3! 5! 7! The integral 0 f ðuÞ gðt uÞ du represents a 1 t3 t5 t7 sint superposition of effects of magnitude f (u) occur: ¼ t þ þ ... ¼ t t 3! 5! 7! ring at time t ¼ u for which g (t – u) is the influence function or response of a system to a unit impulse defined at time t ¼ u. EXAMPLE 6.49 n o 1 pffiffiffiffiffiffi 1 If we substitute v ¼ t – u, then Find L . sþa Zt ðf gÞðtÞ ¼ gðvÞ f ðt vÞdv ¼ ðg f ÞðtÞ: Solution. Let 0 1 1 a 1=2 FðsÞ ¼ pffiffiffiffiffiffiffiffiffiffi ¼ pffiffi 1 þ Hence, the convolution is commutative. Also, it s s sþa follows from the definition that 1 1 a 12 : 32 a2 12 : 32 : 52 a3 aðf gÞ ¼ af g ¼ f ag; a constant ¼ pffiffi 1 þ... þ 2! s 3! s 2 s s f ðg þ hÞ ¼ ðf gÞ þ ðf hÞ ðdistributive propertyÞ: n 1 X ð1Þ 1:3:5 . . . ð2n 1Þan Further, we note that jsj > jaj: ¼ n n! snþð1=2Þ 2 ½f ðg hÞðtÞ n¼0 Zt Hence n 1 n nð1=2Þ X ¼ f ðuÞðg hÞðt uÞdu ð1Þ 1:3:5 . . . ð2n 1Þa t L1 fFðsÞg ¼ n n!ðn þ 1=2Þ 0 2 0 tu 1 n¼0 Zt Z n 1 n n 1 X ð1Þ 1:3:5 . . . :ð2n 1Þa t ¼ f ðuÞ@ gðvÞhðt u vÞ dvA du : ¼ pffi n 2 n! ðn þ 1=2Þ t n¼0 0 0 6.16 n Engineering Mathematics-II Zt ¼ Zt f ðuÞ 0 Zt ¼ 0 ¼ ½ðf Hence 0 @ Zz gðz uÞ hðt zÞdzÞdu; v¼zu 1 u Proof: Using the definition of the Laplace transform, Zt Z1 we have st e f ðuÞ gðt uÞ du dt Lfðf gÞðtÞg ¼ 0 Z1 Z t f ðuÞgðz uÞ duAhðt zÞ dz ¼ 0 gÞ hðtÞ: 0 f ðg hÞ ¼ ðf gÞ h; and so convolution is associative. EXAMPLE 6.50 Evaluate cos t sin t. 0 est f ðuÞ gðt uÞdu dt: 0 The domain of this double integral is an infinite wedge bounded by t ¼ 0, t ¼ 1, u ¼ 0, and u ¼ t as displayed in Figure 6.1. Due to hypotheses on f and g, the double integral on the right hand side converges absolutely and so we can perform change of order of integration. u Solution. By definition, Zt cos t sin t ¼ cosu sinðt uÞdu u=t 0 Zt ¼ 1 ½sin t þ sinðt 2uÞ du 2 0 1 1 ¼ sin t½ut0 þ ½cosðt 2uÞt0 2 4 1 1 1 ¼ t sin t þ ½cosðtÞ cos t ¼ t sin t: 2 4 2 EXAMPLE 6.51 Evaluate et t. Solution. By definition of convolution, Zt t e t ¼ eu ðt uÞ du t 0 Figure 6.1 Region of Integration We take a strip parallel to the axis of t. Then t varies from u to 1 and 1 u varies from 0 to 1. Hence Z Z1 Lff ðtÞ ‘gðtÞg ¼ est f ðuÞgðt uÞ dt du 0 ¼ 0 Z1 0 ¼ ½t eu t0 ½ðueu eu Þt0 ¼ et t 1: Convolution is very significant in the sense that the Laplace transform of the convolution of two functions is the product of their respective Laplace transforms. We prove this assertion in the form of the following theorem. u Z1 Z1 ¼ esu :esðtuÞ f ðuÞ gðt uÞ dt du u esu f ðuÞ Z1 u 0 Implementing the change of variable t – u ¼ v in the inner integral, we get1 Z1 Z su e f ðuÞ esv gðvÞdv du Lf f ðtÞ gðtÞg ¼ 0 Z1 0 Theorem 6.11. (Convolution Theorem). If f and g are piecewise continuous on [0, 1) and of exponential order c, then ¼ Lfð f gÞðtÞg ¼ Lf f ðtÞg:LfgðtÞg ¼ FðsÞGðsÞ; or equivalently, ¼ GðsÞ L1 fF ðsÞGðsÞg ¼ ð f gÞðtÞ: esðtuÞ gðt uÞdt du: esu f ðuÞGðsÞdu 0 Z1 0 esu f ðuÞ du ¼ GðsÞFðsÞ ¼ FðsÞGðsÞ: Inverse Laplace Transform L1 fFðsÞGðsÞg ¼ f ðtÞ gðtÞ: L1 fFðsÞGðsÞg ¼ f EXAMPLE 6.52 Find L{eat ebt}. ¼ EXAMPLE 6.53 n o Find L1 ðsaÞ1ðsbÞ . EXAMPLE 6.56 n o s Use Convolution Theorem to find L1 ðs2 þa . 2 2Þ (see also Example 6.32). Solution. Let s Solution. By Convolution Theorem 1 ðs aÞ ðs bÞ ¼ eat ðs2 þ a2 Þ2 ebt Then e e ; a 6¼ b: eut ebðtuÞ du ¼ ab at eu ðt uÞ du ¼ et t 1: 0 1 : ebt g ¼ Lfeat g:Lfebt g ¼ ðs aÞ ðs bÞ Zt g ¼ t et Zt Solution. By Convolution Theorem, L1 6.17 1 . Then, f (t) ¼ t Solution. Let F(s) ¼ s12 and G(s) ¼ s1 t and g(t) ¼ e . Therefore, by Convolution Theorem, Consequently, Lfeat n bt ¼ s 1 : ¼ FðsÞGðsÞ: s2 þ a2 s2 þ a2 f ðtÞ ¼ L1 fF ðsÞg ¼ cos at gðtÞ ¼ L1 fGðsÞg ¼ 0 and sin at : a By Convolution Theorem, Zt sin aðt uÞ 1 L fF ðsÞGðsÞg ¼ f g ¼ cos au du a EXAMPLE 6.54 n o Using Convolution Theorem, find L1 s3 ðs12 þ1Þ . 0 Solution. Let F(s) ¼ s13 , G(s) ¼ s2 1þ1 and so f(t) ¼ 12 t2 and g(t) ¼ sin t. By Convolution Theorem and integration by parts, we have ¼f ¼ 8 1< 1 2a ½sin at þ sin aðt 2uÞ du 0 1 1 sin at½ut0 þ 2 ½cos aðt 2uÞt0 2a 4a 1 1 ¼ t sin at þ 2 ½cos aðtÞ cos at 2a 4a 1 ¼ t sin at: 2a ¼ L1 fFðsÞGðsÞg 1 g¼g f ¼ 2 ¼ Zt Zt sin uðt uÞ2 du 0 Zt ½ðt uÞ2 cos ut0 2ðt uÞ cos u du 9 = ; EXAMPLE 6.57 n o 1 Using Convolution Theorem, find L 1 2 2 2 9 8 2 3 s ðs þa Þ . Zt = < 1 ¼ 4t2 2 ½ðt uÞ sin ut0 þ sin u du 5 Solution. Let ; : 2 1 1 1 0 ¼ 2: 2 ¼ FðsÞGðsÞ: 2 2 2 s ðs þ a Þ s ðs þ a2 Þ 1 2 ¼ ½t þ 2 cos t 2: Then 2 f ðtÞ ¼ L1 fF ðsÞg ¼ t and 2: 0 n o EXAMPLE 6.55 1 Using Convolution Theorem, find L1 s2 ðs1Þ . gðtÞ ¼ L1 fGðsÞg ¼ sin at : a 6.18 n Engineering Mathematics-II By Convolution Theorem, Then sin at : a Therefore, by Convolution Theorem, f ðtÞ ¼ gðtÞ ¼ 1 L fF ðsÞGðsÞg Zt 1 1 ðt uÞ sin au du ¼ sin at t ¼ a a 0 9 8 Zt t = < 1 1 cos au ðt uÞ cos au du ¼ ; a: a a 0 L1 fFðsÞGðsÞg ¼f 1 t sin au a a a2 0 1 1 ¼ 2 t sin at : a a ¼ ¼ 1 t sin at 2 a a a ¼ s2 ðs Then þ 1Þ 2 ¼ f ðtÞ ¼ L1 fF ðsÞg ¼ t So, by Convolution Theorem, we have L1 fFðsÞGðsÞg ¼ g f Zt Zt u ¼ ðue Þ ðt uÞ du ¼ ðtu u2 Þ eu du ¼ ½ðtu u Þeu t0 Zt 1 ½cos að2u tÞ cos at du 2 0 and g ðtÞ ¼ L1 fGðsÞg ¼ t et 2 1 a2 Zt 2 t 3 Zt Z 1 4 ¼ 2 cos að2u tÞdu cos atdu5 2a 1 1 : ¼ FðsÞGðsÞ: s2 ðs þ 1Þ2 0 sin au sin aðt uÞdu 0 EXAMPLE 6.58 n o 1 Using Convolution Theorem, find L1 s2 ðsþ1Þ 2 . Solution. Let 1 Zt 0 0 t 1 a2 g¼ sin að2u tÞ cos at½ut0 2a 0 ¼ 1 2a2 ¼ 1 sin at sin aðtÞ t cos at 2a2 2a 2a ¼ 1 ½sin at at cos at: 2a3 EXAMPLE 6.60 n 2 o a Use Convolution Theorem to find L1 sðsþaÞ . 2 Solution. Let a2 1 a2 ¼ : ¼ FðsÞGðsÞ: s ðs þ aÞ2 sðs þ aÞ 2 0 ðt 2uÞeu du 0 t Then 1 ¼ 1: f ðtÞ ¼ L1 s Zt Zt n o a2 ¼ ðt 2uÞ eu du ¼ ½ðt 2uÞeu t0 2 eu du To find g ðtÞ ¼ L1 , we note that sðsþaÞ2 0 0 d 1 1 eu t : ¼ ¼ tet þ t 2 ¼ tet þ t þ 2et 2 ds s þ a ðs þ aÞ2 1 0 0 ¼ ðt þ 2Þet þ t 2: EXAMPLE 6.59 n o 1 Using Convolution Theorem, find L1 ðs2 þa . 2 Þ2 Solution. Let 1 ðs2 þ a2 Þ 2 Therefore, ( L 1 2 ðs þ aÞ and so ¼ ðs2 1 1 : ¼ FðsÞGðsÞ: þ a2 Þ ðs2 þ a2 Þ ) 1 ( L 1 ¼ t L1 a2 ðs þ aÞ2 1 sþa ¼ t eat ) ¼ a2 t eat : Inverse Laplace Transform Application of Convolution Theorem yields Zt Zt 1 2 au 2 L fFðsÞGðsÞg ¼ a ue du ¼ a u eau du 0 0 ¼ a2 at 0 Let f ðtÞ ¼ ta1 ; gðtÞ ¼ tb1 ; a; b > 0: Then Zt ðf au t te e a a2 6.19 Solution. We know that Beta function is defined by Z1 bða; bÞ ¼ xa1 ð1 xÞb1 dx: 0 9 8 = < u eau t Z t eau du ¼ a2 ; : a 0 a n ua1 ðt uÞb1 du: gÞðtÞ ¼ 0 0 Putting u ¼ vt, we get ¼ at eat eat þ 1 ðf ¼ 1 eat ðat þ 1Þ: gÞðtÞ ¼ t Z1 va1 ð1 vÞb1 dv aþb1 0 EXAMPLE 6.61 n o 1 Find L1 pffisðs1Þ using Convolution Theorem. Solution. Let 1 1 1 pffiffi ¼ pffiffi : ¼ FðsÞGðsÞ: sðs 1Þ s s1 Then 1 f ðtÞ ¼ L1 fFðsÞg ¼ pffiffiffiffiffi t 1 t gðtÞ ¼ L fGðsÞg ¼ e : Lftaþb1 bða; bÞg ¼ Lfta1 g Lftb1 g ¼ and ¼ 0 t 1 e pffiffiffiffiffiffi eðtuÞ du ¼ pffiffiffi u 2et ¼ pffiffiffi pffi Zt 0 taþb1 bða; bÞ ¼ L1 2 ¼ et pffiffiffi Zt 0 u e pffiffiffi du u which implies 2 ev dv ¼ et erf 2 ðaÞ ðbÞ saþb ¼ ðaÞ ðbÞL1 ev dv;u ¼ v2 pffi Zt ðaÞ ðbÞ ðaÞ ðbÞ : b ¼ sa s saþb and so Hence Convolution Theorem yields 1 ¼ L1 fFðsÞGðsÞg ¼ f g L1 pffiffi sðs þ 1Þ Zt ¼ taþb1 bða; bÞ: But by Convolution Theorem, Lff gg ¼ Lff ðtÞgLfgðtÞg: Therefore, pffi t; 0 pffi where erf t is the error function. EXAMPLE 6.62 Using Convolution Theorem, establish Euler’s formula for Beta function: ðaÞ ðbÞ bða; bÞ ¼ : ða þ bÞ ¼ ðaÞ ðbÞ 1 saþb taþb1 ; ða þ bÞ ðaÞ ðbÞ ; ða þ bÞ the required Euler’s Formula for Beta function. bða; bÞ ¼ Remark 8 6.4. It also follows from 9 Example 6.62 that t Z = ðaÞ ðbÞ < ua1 ðt uÞb1 du ¼ : L ; : saþb 0 EXAMPLE 6.63 Using Convolution Theorem, show that Z1 2 cos tx pffiffiffiffiffiffiffiffiffiffiffiffiffi dx; J0 ðtÞ ¼ 1 x2 0 where J0 represents Bessel’s function of order zero. 6.20 n Engineering Mathematics-II 6.7 Solution. We know that 1 1 1 LfJ0 ðtÞg ¼ pffiffiffiffiffiffiffiffiffiffiffiffi ¼ pffiffiffiffiffiffiffiffiffiffi : pffiffiffiffiffiffiffiffiffiffi 2 s þ i si s þ1 and so 1 1 J0 ðtÞ ¼ L1 pffiffiffiffiffiffiffiffiffiffi : pffiffiffiffiffiffiffiffiffiffi sþi si ¼ L1 fFðsÞGðsÞg; where 1 1 FðsÞ ¼ pffiffiffiffiffiffiffiffiffiffi ; GðsÞ ¼ pffiffiffiffiffiffiffiffiffiffi : sþi si COMPLEX INVERSION FORMULA The complex inversion formula is a technique for computing directly the inverse of a Laplace transform. For this technique, we require the parameter s to be a complex variable. The contour integration is the main tool applied in this technique. Let f be a continuous function possessing a Laplace transform and defined in (1, 1) such that f (t) ¼ 0 for t < 0. Let s ¼ x þ iy be a complex variable. Then Z1 est f ðtÞ dt Lff ðtÞg ¼ FðsÞ ¼ Since L1 1 pffiffiffiffiffiffiffiffiffiffiffi sþa Z1 1 ¼ pffiffiffiffiffi eat ; t ¼ 1 Z1 we have 1 f ðtÞ ¼ pffiffiffiffiffi eit t and ¼ 1 gðtÞ ¼ pffiffiffiffiffi eit : t J0 ðtÞ ¼ L fFðsÞGðsÞg ¼ f Zt ¼ 0 1 ¼ g 1 1 pffiffiffiffiffiffi eiu pffiffiffi eiðtuÞ 1=2 u ðt uÞ Zt ! du eiðt2uÞ pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi du: uðt uÞ 0 Putting u ¼ tv, we get Z1 1 eit ð1 2vÞ pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi dv: J0 ðtÞ ¼ vð1 vÞ 0 Now putting x ¼ 1 2v, we have Z1 1 eitx pffiffiffiffiffiffiffiffiffiffiffiffiffi dx J0 ðtÞ ¼ 1 x2 1 1 ¼ ¼ 2 Z1 1 Z1 0 cos tx i pffiffiffiffiffiffiffiffiffiffiffiffiffi dx þ 2 1x Z1 1 eðxþiyÞt f ðtÞ dt eiyt ðext f ðtÞÞ dt: 1 Hence, by Convolution Theorem 1 0 sin tx pffiffiffiffiffiffiffiffiffiffiffiffiffi dx 1 x2 cos tx pffiffiffiffiffiffiffiffiffiffiffiffiffi dx; 1 x2 the second integral vanishes because sin x is odd. The integral on the right is the Fourier transform of the function ext f ðtÞ. Thus the Laplace transform of f (t) is the Fourier transform of the function ext f ðtÞ. Suppose that f and its derivative f0 are piecewise continuous on (1, 1), that is, both f and f0 are continuous in any finite interval except possibly for a finite number of jump discontinuities. Suppose, further, that f is absolutely integrable, that is, R1 jf ðtÞjdt < 1. Then Fourier integral theorem 1 asserts that f ðtþÞ þ f ðtÞ 1 ¼ 2 2 Z1 Z1 f ðuÞ eisðtuÞ du ds; 1 1 where the integration with respect to s is in the Cauchy principal value sense. If f were continuous on (1, 1), then f ðtþÞþf ðtÞ converts to f(t) in the above expression. 2 Further, in terms of Fourier transform of f(t), the above expression becomes Z1 f ðtþÞ þ f ðtÞ 1 ¼ FðsÞeist ds; 2 2 where F(s) ¼ of f(t). R1 1 1 isu e f ðuÞdu is Fourier transform Inverse Laplace Transform Theorem 6.12. (Complex Inversion Formula). Let f be continuous on [0, 1), f (t) ¼ 0 for t < 0, f be of exponential order c and f0 be piecewise continuous on [0, 1). If L{f (t)} ¼ F(s) and the real number c is so chosen that all the singularities of F(s) lie in the left of the line Re (s) > c, then cþi1 Z 1 1 est FðsÞ ds; t > 0: f ðtÞ ¼ L fFðsÞg ¼ 2i ci1 Proof: By definition of Laplace transform, Z1 esu f ðuÞ du: FðsÞ ¼ n 6.21 Remark 6.5. The expression cþi1 Z 1 est FðsÞ ds f ðtÞ ¼ 2i ci1 is called complex inversion formula, Bromwich integral formula, Fourier–Mellin inversion formula, or fundamental theorem of Laplace transform. In practice, the integral in the above expression is evaluated by considering the contour integration along the contour GR, ABCDEA, known as Bromwich contour shown in the Figure 6.2. 0 We have then 1 lim T!1 2i B cþiT cþiT Z1 Z Z 1 st e FðsÞds ¼ lim est esu f ðuÞ du ds: T!1 2i ciT ciT R 0 Let s ¼ c þ iy so that ds ¼ idy. Therefore, 1 lim T!1 2i C cþiT Z ZT Z1 1 est FðsÞds ¼ lim ect ei yt dy ei yu ecu f ðuÞdu T!1 2 T ciT ¼ 1 ct e 2 Z1 Z1 1 0 1 Figure 6.2 Bromwich Contour The vertical line at c is known as Bromwich line. Thus the contour GR consists of arc CR (ABCDE) of radius R and centre at the origin and the Bromwich line EA. Thus, Z Z 1 1 est FðsÞ ds ¼ est FðsÞ ds 2i 2i R CR 1 1 c t þ f ðtÞ for t > 0: 1 2i Z est FðsÞ ds: EA Hence lim E γ−i T D ei yðtuÞ ðec u f ðuÞÞ du dy: Thus ext f(t) is absolutely integrable and so Fourier integral theorem asserts that Z1 Z1 1 ðecu f ðuÞÞei yðtuÞ du dy 2 ¼e γ 0 0 The given hypothesis and Theorem 6.1 imply that L{f (t)} converges absolutely for Re (s) > c, that is, Z1 Z1 st je f ðtÞjdt ¼ ext jf ðtÞjdt < 1; x > c: 0 γ+i T A 1 T !1 2i cþiT Z est FðsÞds ¼ ciT 1 :2ec t f ðtÞ ec t 2 ¼ f ðtÞ; t > 0; and so 1 f ðtÞ ¼ 2i R cþi1 Z est FðsÞ ds; ci1 Since F(s) is analytic for Re(s) ¼ x > c, all singularities of F(s) must lie to the left of the Bromwich line. Thus, by Cauchy residue theorem, we have Z n X 1 est FðsÞ ds ¼ Res ðzk Þ; 2i k¼1 t > 0: where Res(zk) is the residue of the function at the pole s ¼ zk. Since est 6¼ 0, multiplying F(s) by est does not affect the status of the poles zk of F(s). 6.22 n Engineering Mathematics-II If we can show thatZ est FðsÞ ds ¼ 0; lim R!1 CR then letting R ! 1, we get cþi Z T n X 1 f ðtÞ ¼ lim ets FðsÞ ds ¼ Resðzk Þ; T !1 2i k¼1 ci T and so inverse function f can be determined. The following theorem shows that Laplace transform is one-to-one. Theorem 6.13. Let f (t) and g(t) be two piecewise smooth functions of exponential order and let F(s) and G(s) be the Laplace transforms of f (t) and g(t) respectively. If F(s) ¼ G(s) in a half-place Re(s) > c, then f (t) ¼ g(t) at all points where f and g are continuous. Proof: Suppose f and g are continuous at t 2 R. By complex inversion formula, we have cþi Z 1 1 est FðsÞ ds; f ðtÞ ¼ 2i ci 1 1 gðtÞ ¼ 2i Solution. We have FðsÞ ¼ and so jFðsÞj s ; a2 s2 jsj jsj : js2 a2 j jsj2 jaj2 2 If |s| 2|a|, then |a|2 jsj4 and so |s|2 |a|2 and we have 4=3 : jFðsÞj jsj 2 3 4 jsj EXAMPLE 6.65 Find the Laplace transform of f (t) ¼ cosh at and verify the inversion formula. s Solution. By Example 6.6, we have F(s) ¼ s2 a 2 . The function F(s) is analytic except at poles s ¼ a and s ¼ a. The Bromwich contour is shown in the Figure 6.3. B ci 1 est FðsÞds ¼ 0; t > 0: CR satisfies growth restriction est GðsÞ ds: Theorem 6.14. Let for s on CR, F(s) satisfies the growth restriction M jFðsÞj p for p > 0; all R > R0 : jsj Then Z R!1 s s2 a2 cþi Z 1 Since F(s) ¼ G(s), it follows that f (t) ¼ g(t). Thus L{f (t)} ¼ L{g(t)} implies that f (t) ¼ g(t) and so Laplace operator is one-to-one. Generally, we see that most of the Laplace transforms satisfy the growth restriction M jFðsÞj p jsj for all sufficiently large values of |s| and some p > 0. Obviously, F(s) ! 0 as |s| ! 1. Therefore, the following result (stated without proof) is helpful. lim EXAMPLE 6.64 Show that F(s) ¼ condition. γ+iT A R C −a 0 γ a E γ −i T D Figure 6.3 By inversion formula, we have cþi1 Z s s 1 1 st L ¼ e ds s 2 þ a2 2i s 2 a2 ci1 1 ¼ 2i Z R sest ds: s 2 a2 Inverse Laplace Transform Further, F(s) satisfies growth restriction condition. Therefore, integral over contour CR (arc ABCDE) tends to zero as R ! 1. Now sest aeat ¼ ; s!a s!a sþa 2a sest eat ¼ ðaÞ: ResðaÞ ¼ lim ðsþaÞest FðsÞ ¼ lim s!ðaÞ s!ðaÞ sa 2a ResðaÞ ¼ limðsaÞ est FðsÞ ¼ lim Hence eat þ eat L1 fFðsÞg ¼ ¼ cosh at; 2 and so inversion formula is verified. EXAMPLE 6.66 n o v Find L1 s2 þv 2 , s > 0 using inversion formula. Solution. We have FðsÞ ¼ v ;s > 0 s2 þ v 2 The function F(s) has two simple poles at s ¼ ± iv. By inversion formula cþi Z 1 1 v 1 ds L fFðsÞg ¼ est 2 2i s þ v2 ci 1 ¼ v 2i Z R s2 est ds; þ v2 where GR is the Bromwich contour shown in the Figure 6.4: B iω C 0 γ +i T A ! 0 as R ! 1: Hence v L1 fFðsÞg ¼ 2iðsum of residue at 2i eivt eivt ¼ sin vt: ¼ 2i ivÞ EXAMPLE 6.67 n o Find L1 sðs2 1þa2 Þ using inversion formula. Solution. We have 1 1 : sðs2 þ sðs iaÞ2 ðs þ iaÞ2 Thus F(s) has a simple pole at s ¼ 0 and a pole of order 2 at s ¼ ± ia. Further, F(s) satisfies growth restriction condition. Therefore, integral over the contour CR goes to zero as R ! 1. Further, est 1 Resð0Þ ¼ lim sest FðsÞ ¼ lim ¼ 4 s!0 s!0 ðs2 þ a2 Þ2 a d ResðiaÞ ¼ lim ðs iaÞ2 ets FðsÞ s!ai ds ! d ets it iat eiat ¼ lim e 4; ¼ s!ai ds sðs þ iaÞ2 2a 4a3 FðsÞ ¼ a2 Þ 2 ¼ d ðs þ iaÞ2 ets FðsÞ ! d ets it iat eiat ¼ lim e 4: ¼ s!ia ds sðs iaÞ2 2a 4a3 ResðiaÞ ¼ lim s!ia ds γ Hence −i ω 1 it iat 1 þ ðe eiat Þ 4 ðeiat þ eiat Þ a4 4a3 2a 1 a ¼ 4 1 t sin at cos at : a 2 f ðtÞ ¼ E γ−i T Figure 6.4 We have eivt ; 2iv e eivt ResðivÞ ¼ lim ðsþivÞest FðsÞ ¼ lim ¼ : s!i v s!iv siv 2iv ResðivÞ ¼ lim ðsivÞest FðsÞ ¼ lim s!iv 6.23 Further, let s ¼ c þ R eih, 2 h 3 2 . Then the integral over the contour CR yields Z 3=2 ect et Rðcos hþi sin hÞ R ei h ec t R ðc þ Rei h Þ2 þ v2 R2 c2 v2 =2 R D n est ¼ s!iv sþiv st EXAMPLE 6.68 n o Find L1 ðsþ1Þ3 sðs1Þ2 using inversion formula. Solution. We have FðsÞ ¼ s ðs þ 1Þ3 ðs 1Þ2 : 6.24 n Engineering Mathematics-II The function F(s) has poles of multiplicity 2 at s ¼ 1 and poles of multiplicity 3 at s ¼ 1. Residue at s ¼ 1 is given by " # d ðs 1Þ2 sest Resð1Þ ¼ lim s!1 ds ðs þ 1Þ3 ðs 1Þ2 ! d sest ¼ lim s!1 ds ðs þ 1Þ3 1 t ¼ e ð2t 1Þ; 16 " # 1 d2 ðs þ 1Þ3 sest Resð1Þ ¼ lim s!1 2! ds2 ðs þ 1Þ3 ðs 1Þ2 ! 1 d2 sest ¼ lim s!1 2 ds2 ðs 1Þ2 ¼ 1 t e ð1 2t2 Þ: 16 The value of the integral over the contour CR tends to zero as R ! 1. Hence f ðtÞ ¼ sum of residues at the poles 1 1 ¼ et ð1 2t2 Þ þ et ð2t 1Þ: 16 16 EXAMPLE 6.69 Derive Heaviside’s expansion formula using complex inversion formula. PðsÞ Solution. Let F(s) ¼ QðsÞ , where P(s) and Q(s) are polynomials having no common factors (roots) and degree of Q(s) is greater than the degree of P(s). Suppose Q(s) has simple zeros at z1, z2, . . ., zm. If degree of P(s) and Q(s) are n and m, respectively, then for a0 6¼ 0, bm 6¼ 0, PðsÞ an sn þ an1 sn1 þ . . . þ a0 ¼ QðsÞ bm sm þ bm1 sm1 þ . . . þ b0 ¼ a0 an þ anþ1 s þ . . . þ sn : b b0 smn bm þ m1 s þ . . . þ sm For sufficiently large |s|, we have an1 a0 þ...þ n j jan jþjan1 jþ...þja0 j ¼ C1 say; s s am1 b0 jbm1 j jb0 j jbm j jbm þ ... m ¼ C2 say; þ...þ n j jbm j jsj jsj 2 s s jan þ and so PðsÞ C1 =C2 jFðsÞj ¼ : QðsÞ jsjmn Thus, F(s) satisfies growth restriction condition. Further, Resðzn Þ ¼ lim ðs zn Þest FðsÞ s!zn est PðsÞ ¼ lim QðsÞQðz Þ ; s!zn ¼ n since QðZn Þ ¼ 0 szn ezn t Pðzn Þ : Q0 ðzn Þ Hence, by inversion formula, we have m X Pðzn Þ tzn f ðzÞ ¼ e ; 0 ðz Þ Q n n¼1 which is the required Heaviside’s expansion formula. EXAMPLE 6.70 1 Find L1 sð1þe as Þ , formula. using complex inversion 1 Solution. Let F(s) ¼ sð1þe as Þ. Then F(s) has a simple pole at s ¼ 0. Further, 1 þ eas ¼ 0 yields eas ¼ 1 ¼ eð2n1Þi ; n ¼ 0; 1; 2; . . . and so sn ¼ 2n1 i, n ¼ 0, ±1, ±2, . . . are also a poles of F(s). Also, dsd ð1 þ eas Þs¼sn ¼ a 6¼ 0. Therefore, sn are simple poles. Now 1 Resð0Þ ¼ lim s est FðsÞ ¼ ; s!0 2 2n 1 Res i ¼ lim ðs sn Þest FðsÞ s!sn a ðs sn Þest 0 ¼ lim form s!sn sð1 þ eas Þ 0 est þ t est ðs sn Þ ;by L’Hospital rule a s eas þ 1 þ eas i et 2n1 etsn a ¼ : ¼ ð2n 1Þ i a sn easn ¼ lim s!sn Also, it can be shown that F(s) satisfies growth restriction condition. Hence, by inversion formula, Inverse Laplace Transform at the points of continuity of f, we have f ðtÞ ¼ sum of residues at the poles 1 X 2n1 1 1 etð a Þ i ¼ 2 n¼1 ð2n 1Þ i 1 1 2X 1 2n 1 ¼ sin t: 2 n¼1 ð2n 1Þ a Solution. (i) We first find partial fraction of We have EXAMPLE 6.71 pffi Find L1 fea s g , a > 0. Putting s ¼ 0, we get Solution. We know 12) that ( (Exercise pffi ) a s a 1 e p ffi ; L ¼ erfc s 2 t Taking s ¼ 4, we get that is, a L erfc pffi 2 t pffi a s ¼ e s : Therefore, d a erfc pffi L dt 2 t because erfc Thus L Hence affi p 2 t ¼ s FðsÞ f ð0Þ pffi ea s ¼s s pffi ¼ ea s : pffi a 2 L1 fea s g ¼ pffiffiffiffiffiffiffi ea =ð4tÞ : 2 t3 3sþ1 s2 ðs2 þ4Þ. 3s þ 1 A B cs þ D ¼ þ þ s2 ðs2 þ 4Þ s s2 s2 þ 4 or 3s þ 1 ¼ Asðs2 þ 4Þ þ Bðs2 þ 4Þ þ sðcs þ DÞ: 1 1 ¼ 4B which yields B ¼ : 4 11 ¼ 16C 4D ð1Þ Comparing coefficients of s, we get 3 ¼ 4A þ D ð2Þ Comparing coefficients of s2 ; we get 1 0 ¼ B þ C which yields C ¼ B ¼ : 4 Then (1) yields D ¼ 16cþ11 ¼ 74. Now (2) gives 4 ! 0 as t ! 0. a 2 pffiffiffiffiffiffiffi ea =ð4tÞ 3 2 t 6.25 n A¼ 3 D 3 74 5 ¼ : ¼ 4 4 16 Hence 3ðs þ 1Þ 5 1 s 7 ¼ þ : þ s2 ðs2 þ 4Þ 16s 4s2 4ðs2 þ 4Þ 4ðs2 þ 4Þ Therefore 6.8 MISCELLANEOUS EXAMPLES EXAMPLE 6.72. Find L1 h 1 ðs3Þ2 i : 1 Solution. Since Lfeat tg ¼ ðsaÞ 2 by shifting property, we have " # 1 1 ¼ te3t L 2 ðs 3Þ EXAMPLE 6.73. Find the inverse Laplace transforms of: 3s and (ii) tan1 s22 . (i) s23sþ1 ðs2 þ4Þ e L1 3s þ 1 þ 4Þ s2 ðs2 ¼ 5 1 1 7 þ t cos 2t þ : sin 2t: 16 4 4 8 Using second shifting property, we have L1 for t > 3. 3s þ 1 3s e s2 ðs2 þ 4Þ ¼ 5 1 þ ðt 3Þ 16 4 1 cos 2ðt 3Þ 4 7 þ sin 2ðt 3Þ 8 6.26 n Engineering Mathematics-II (ii). We note that d 2 1 4 4s ¼ 4 tan1 2 ¼ 4 3 ds s s þ4 1 þ s4 s 4s ¼ ðs2 þ 2Þ2 ð2sÞ2 4s ¼ 2 ðs þ 2 þ 2sÞðs2 þ 2 2sÞ ðs2 þ 2s þ 2Þ ðs2 2s þ 2Þ ¼ ðs2 þ 2s þ 2Þðs2 2s þ 2Þ 1 1 ¼ 2 þ 2 s 2s þ 2 s þ 2s þ 2 1 1 ¼ þ : ðs 1Þ2 þ 1 ðs þ 1Þ2 þ 1 Therefore ( L 1 1 2 ðs 1Þ þ 1 þ ) 1 2 ðs þ 1Þ þ 1 ¼ t f ðtÞ; that is, Solution. Using linearity and shifting properties, we have se2 þ es s2 þ 2 s se2 es 1 þ L ¼ L1 2 s þ 2 s2 þ 2 1 1 þ sin ðt 1ÞH ðt 1Þ ¼ cos t H t 2 2 1 ¼ sin t H t sin t½H ðt 1Þ 2 1 H ð t 1Þ ; ¼ sin t H t 2 s L1 where HðtÞ denotes Heavyside’s unit step function. EXAMPLE 6.76. Find the inverse Laplace transform of 1 : s2 ðs2 þ a2 Þ et sin t þ et sin t ¼ t f ðtÞ: Solution. We know that Hence f ðtÞ ¼ sin tðet et Þ 2 sin t sinh t ¼ : t t Lfsin atg ¼ Therefore EXAMPLE 6.74. Find the inverse Laplace transform of ð5s þ 3Þ=ðs 1Þðs2 þ 2s þ 5Þ: Solution. Using partial fractions, we have 5s þ 3 1 s þ 2 ¼ þ 2 2 ðs 1Þðs þ 2s þ 5Þ s 1 s þ 2s þ 5 1 ðs þ 1Þ 3 ¼ s 1 ðs þ 1Þ2 þ 4 1 sþ1 ¼ s 1 ðs þ 1Þ2 þ 4 3 þ ðs þ 1Þ2 þ 4 Therefore L1 5s þ 3 ðs 1Þðs2 þ 2s þ 5Þ ¼ et et cos 2t þ 3et sin 2t: EXAMPLE 6.75. Find inverse Laplace transform of ðses=2 þ es Þ=ðs2 þ 2 Þ: a : s 2 þ a2 L1 1 s 2 þ a2 Then a 2 sðs þ a2 L1 ¼ 1 a Z t 1 ¼ sin at: a sin at dt ¼ 0 1 cos att a a 0 1 ¼ 2 ½cos at 1 a and 1 L a s2 ðs2 þ a2 Þ 1 ¼ 2 a Z t ðcos at 1Þdt 0 t 1 sin at t a2 a 0 1 t ¼ 3 sin at þ 2 a a 1 1 ¼ 2 t sin at : a a ¼ Note: This question can also be solved using Convolution Theorem (see Example 6.57) Inverse Laplace Transform h i 2 EXAMPLE 6.77. Find L1 cot1 sþ1 : Solution. Since d 2 1 cot ¼ ds sþ1 ¼ or s2 f ðtÞ ¼ L1 fFðsÞg ¼ cos 2t and 1þ 1 2 2 sþ1 2 ! ðs þ 1Þ2 ; 2 s2 þ 2s þ 5 2 þ 2s þ 5 ( L1 2 ðs þ 1Þ2 þ 4 ¼ t f ðtÞ gðtÞ ¼ L1 fGðsÞg ¼ cos 2t: Therefore, by Convolution Theorem Z t 1 cos 2u cos 2ðt uÞ du L fFðsÞGðsÞg ¼ f g ¼ 0 Z t 1 ½cos 2t þ cos ð4u 2tÞ du ¼ 2 0 1 sin ð4u 2tÞ u cos 2t þ 2 4 1 sin 2t ¼ t cos 2t þ 2 4 1 ¼ ½2t cos 2t þ sin 2t: 4 ) ¼ t f ðtÞ et sin 2t ¼ t f ðtÞ: 1 f ðtÞ ¼ et sin 2t: t EXAMPLE 6.78. Find: L 1 s2 þ 1 log : s ð s þ 1Þ Solution. Similar to Example 6.22. In fact, d s2 þ 1 log ds sðs þ 1Þ d ¼ ½logðs2 þ 1Þ log s logðs þ 1Þ ds 2s 1 1 ¼ 2 : s þ1 s sþ1 Therefore 2s 1 1 ¼ tf ðtÞ L1 2 s þ1 s sþ1 or 2 cos t 1 et ¼ tf ðtÞ: Hence 1 f ðtÞ ¼ ½et þ 1 2 cos t: t EXAMPLE 6.79. Find the inverse Laplace transform s2 of ðs2 þ4Þ 2 : t ¼ or Hence 6.27 s Solution. Let FðsÞ ¼ s2 þ4 ¼ GðsÞ. Then we have L1 n 0 EXAMPLE 6.80. Using Convolution Theorem find the Laplace inverse of 2 ðs þ 2Þ= s2 þ 4s þ 13 : Solution. We have sþ2 ðs2 þ 4s þ 13Þ Therefore ( 1 L 2 sþ2 ðs2 þ 4s þ 13Þ2 ¼ sþ2 ððs þ 2Þ2 þ 32 Þ ) ( 2t 1 ¼e L 2 : s ðs2 þ 32 Þ2 ) : Let s ðs þ 32 Þ 2 ¼ s 1 : ¼ FðsÞ gðsÞ: s 2 þ 3 2 s 2 þ 32 Then f ðtÞ ¼ L1 fFðsÞg ¼ cos 3t and sin 3t : gðtÞ ¼ L1 fGðsÞg ¼ 3 By Convolution Theorem Z t sin 3ðt uÞ 1 du cos 3u L fFðsÞ G ðsÞg ¼ f g ¼ 3 0 Z 1 1 t ¼ ½sin 3t þ sin 3ðt 2uÞdu 3 2 0 1 1 ¼ sin 3tjujt0 þ ½cos 3ðt 2uÞt0 6 12 6.28 n Engineering Mathematics-II 1 1 ¼ t sin 3t þ ½cos 3ðtÞ cos 3t 6 12 1 ¼ t sin 3t: 6 Hence ( 1 L sþ2 ðs2 þ 4s þ 13Þ2 ) ¼e 2t EXAMPLE 6.81. Apply Convolution Theorem to evaluate 2 1 1 L : s 2 þ a2 Solution. Proceeding as in Example 6.56, we have 1 : FðsÞ ¼ GðsÞ ¼ 2 s þ a2 Then sin at f ðtÞ ¼ L1 fFðsÞg ¼ a sin at gðtÞ ¼ L1 fGðsÞg ¼ : a Therefore, by Convolution Theorem, L1 fFðsÞGðsÞg Z t sin au sin aðt uÞ : du ¼f g¼ a a 0 Z 1 t1 ¼ 2 ½cos a ð2u tÞ cos at du a 0 2 Z t Z t 1 ¼ 2 cos a ð2u tÞdu cos at du 2a 0 0 ¼ Then f ðtÞ ¼ L1 fFðsÞg ¼ sin t 1 t sin 3t 6 1 ¼ t e2t sin 3t: 6 1 ¼ 2 2a Solution. Let s 1 s ¼ 2 : 2 ¼ FðsÞGðSÞ: 2 2 ðs þ 1Þðs þ 4Þ ðs þ 1Þ s þ 4 sin að2u tÞ t t cos at 2a 0 1 sin at sin at þ t cos at 2a2 2a 2a 1 sin at t cos at 2a2 a 1 ¼ 3 ½sin at at cos at: 2a ¼ EXAMPLE 6.82. Find the inverse Laplace transform of s ðs2 þ1Þðs2 þ4Þ using Convolution Theorem. gðtÞ ¼ L1 fGðsÞg ¼ cos 2t: By Convolution Theorem, L1 fFðsÞGðsÞg ¼ sin t cos 2t Z t ¼ sin u cos 2ðt uÞdu 0 Z 1 t ½sinð2t uÞ sinð2t 3uÞdu ¼ 2 0 1 cosð2t uÞ cosð2t 3uÞ t þ 2 1 3 0 1 1 1 ¼ cos t cos t cos 2t þ cos 2t 2 3 3 1 1 1 ¼ cos t cos 2t ¼ ðcos t cos 2tÞ: 3 3 3 ¼ EXAMPLE 6.83. Using Convolution Theorem, find s and inverse Laplace transform of (a) ðs2 þa 2 Þ3 1 (b) sðsþ1Þðsþ2Þ Solution. (a) Let FðsÞ ¼ GðsÞ ¼ s and s 2 þ a2 1 ðs2 þ a2 Þ2 Then (see Example 6.59) 1 ½sin at at cos at: 2a3 By Convolution Theorem, we have f ðtÞ ¼ cos at and gðtÞ ¼ L1 fFðsÞGðsÞg Z t 1 cos au½sin aðt uÞ ¼f g¼ 3 2a 0 aðt uÞ cos aðt uÞdu Z t 1 ¼ 3 ½cos au sin aðt uÞ 2a 0 a cos auðt uÞ cos aðt uÞdu n Inverse Laplace Transform Z t 1 cos au sin aðt uÞdu 2a3 0 Z 2 ðt uÞ cos au cos aðt uÞdu a 1 2a3 Z 1 2a2 0 t cos au sin aðt uÞdu Z t 0 Ans. 14 t sin 2t sþ1 (c) log s1 0 ¼ s ðs2 þ4Þ2 (b) ¼ 1 ðt uÞ fcos at þ cos aðt 2uÞg du 2 1 t2 1 t sin at 2 cos at 3 t sin at 3 8a 4a 8a t ¼ 3 ½sin at at cos at: 8a ¼ Ans. 0 (f) 2s3 s2 þ4sþ13 (g) s s4 þ4a4 Ans. 2e2t cos 3t 73 e2t sin 3t Hint: Use partial fraction method Ans. 1 1 and GðsÞ ¼ : FðsÞ ¼ sðs þ 1Þ sþ2 aðs 2a Þ s4 þ4a4 2 (h) Then 1 1 s sþ1 ¼ 1 et 2 (i) s2 þ6 ðs2 þ1Þ ðs2 þ4Þ (j) s s4 þs2 þ1 gðtÞ ¼ L fGðsÞg ¼ L 1 1 sþ2 ¼e 2t : ¼ e2t 0 t ðe2u eu Þdu 0 ¼ e2t ¼e ¼ 2t 2u eu 2 sin at sinh at Ans. f (t) ¼ 13 ð5 sin t sin 2tÞ (partial fraction method) Ans. p2ffiffi3 sinh 2t sin Therefore, by Convolution Theorem, Z t ð1 eu Þe2ðtuÞ du L1 fFðsÞGðsÞg ¼ f g ¼ Z 1 2a2 Ans. cos at sinh at and 1 2 sinh t t (d) cot1 s Hint: dsd cot1 s ¼ s2 þ 2 implies n o L1 s2 þ2 ¼ tf ðtÞ implies Ans. f(t) ¼ sint t 1 sin t ¼ tf ðtÞ (e) 1s log 1 þ s12 Hint: Use Example 6.22 and Theorem 6.9 Rt u du Ans. 2 1cos u (b) Let f ðtÞ ¼ L1 fFðsÞg ¼ L1 6.29 0 1 1 et þ e2t : 2 2 EXERCISES 1. Find inverse Laplace transform of 2sþ6 Ans. te3t sin t (a) ðs2 þ6sþ10Þ 2 t 2s2 þ5s4 s3 þs2 2s Hint: Has simple poles, so use residue method (k) Ans. 2 þ et e2t Ans. 16 et 43 e2t þ 72 e3t n o 1 2. Use first shift property to find L1 pffiffiffiffiffiffi . sþa n o n o 1 1 t21 ¼ eat L1 p1ffis ¼ eat : ð1=2Þ Hint: L1 pffiffiffiffiffiffi sþa (l) 2s2 4 ðsþ1Þ ðs2Þ ðs3Þ t e2t 1 et þ 2 2 pffiffi 3 2 eat ffiffiffi Ans. p t 3. Solve Exercise 1(k) using Heaviside’s expansion formula. 4. UsenHeaviside’s o expansion formula to find L1 2712s ðsþ4Þ ðs2 þ9Þ Ans. 3e4t 3 cos 3t pffi 5. Use series method to find L1 fe s g. 1 Ans. 2pffiffi1 t3=2 e4t 6. Show that t2 t4 t6 ð6!Þ L1 1s cos 1s ¼ 1 ð2!Þ 2 þ 2 þ ... ð4!Þ2 6.30 n Engineering Mathematics-II 7. Evaluate sint t2. Ans. t2 þ 2cos t 2 8. Find L{sin t t2}. Ans. 2 ðs2 þ1Þ s3 9. Use Convolution Theorem to find the inverse Laplace transforms of the following : (a) (b) (c) (d) 1 sðsaÞ 2 a ðs2 þa2 Þ2 4 s3 þs2 þsþ1 sþ2 ðs2 þ4sþ5Þ2 Ans. eat 1 a . Hint: Simple poles at 0 and a, satisfies growth restriction condition, Res(0) ¼ 1/a, Res(a) ¼ eat/a Ans. f (t) ¼ 1a(eat 1) 11. Using complex inversion formula, find the inverse Laplace transform of the following: (a) s s2 þa2 Ans. 2ðet cos t þ sin tÞ (b) Ans. 12 te2t sin t (c) 1 ðsþ1Þ ðs2Þ2 1 ðs2 þ1Þ2 Ans. 1 2a ðsin at at cos atÞ 10. Verify complex inversion formula for F(s) ¼ 1 sðsaÞ. Ans. cos at n 12. Find L1 e affi . erfc 2p t pffi o a s s Ans. 1 t 9e þ 1 2t 3 te 19 e2t Ans. 12 ðsin t t cos tÞ affi , a > 0. Ans. 1 erf 2p or t 7 Applications of Laplace Transform Laplace transform is utilized as a tool for solving linear differential equations, integral equations, and partial differential equations. It is also used to evaluate the integrals. The aim of this chapter is to discuss these applications. 7.1 ORDINARY DIFFERENTIAL EQUATIONS Recall that a differential equation is an equation where the unknown is in the form of a derivative. The order of an ordinary differential equation is the highest derivative attained by the unknown. Thus the equation d2y dy þ a þ by ¼ f ðtÞ 2 dt dy is of second order, whereas the equation. 3 dy þy ¼ sinx dx is a first order differential equation. Theorem 6.8, opens up the possibility of using Laplace transform as a tool for solving ordinary differential equations. Laplace transforms, being linear, are useful only for solving linear differential equations. Differential equations containing powers of the unknown or expression such as tan x, ex cannot be solved using Laplace transforms. The results Lf f 0 ðtÞg ¼ sFðsÞ f ð0Þ and Lf f 00 ðtÞ ¼ s2 FðsÞ sf ð0Þ f 0 ð0Þ will be used frequently for solving ordinary differential equations. To solve linear ordinary differential equation by the Laplace transform method, we first convert the equation in the unknown function f (t) into an equation in F(s) and find F(s). The inversion of F(s) then yields f (t). Since f (0), f0 (0), and f 00 (0) appear in Laplace transform of derivatives of f, the Laplace transform method is best suited to initial value problems (where auxiliary conditions are all imposed at t ¼ 0). The solution by Laplace method with initial conditions automatically built into it. We need not add particular integral to complementary function and then apply the auxiliary conditions. (a) Ordinary Differential Equations with Constant Solution In case of an ordinary differential equation with constant coefficients, the transformed equation for F(s) turns out to be an algebraic one and, therefore, the Laplace transform method is powerful tool for solving this type of ordinary differential equations. If dny d n1 y an n þ an1 n1 þ . . . þ a0 y ¼ f ðtÞ dt dt with y(0) ¼ y0, y0 (0) ¼ y1, . . ., y(n–1) (0) ¼ yn–1, then f (t) is called input, excitation, or forcing function and y(t) is called the output or response. Further, the following results suggests that if f (t) is continuous and of exponential order, then y(t) is also continuous and of exponential order. Theorem 7.1. If an y(n) þ an–1 y(n–1) þ . . . þa0y ¼ f (t) is nth order linear non-homogeneous equation with constant coefficients and f is continuous on [0, 1) and of exponential order, then y(t) is also continuous and of exponential order. EXAMPLE 7.1 Find the general solution of the differential equation y00 ðtÞ þ k 2 yðtÞ ¼ 0: Solution. Assume that the value of the unknown function at t ¼ 0 be denoted by the constant A, and 7.2 n Engineering Mathematics-II the value of its first derivative at t ¼ 0 by the constant B. Thus yð0Þ ¼ A and y0 ð0Þ ¼ B: Taking Laplace transform of both sides of the given differential equations, we have Lfy00 ðtÞg þ k 2 LfyðtÞg ¼ 0 But Lfy00 ðtÞg ¼ s2 YðsÞ syð0Þ y0 ð0Þ ¼ s2 YðsÞ As B: We note that x(t) ! 1 as t ! 1 due to the term t cos t. This term is called a secular term. The presence of secular term causes resonance, because the solution becomes unbounded. Remark 7.1. If we consider the equation þ k2x ¼ A sin t, k 6¼ 1, then there will be no secular term in the solution and so the system will be purely oscillatory. d2 x dt2 EXAMPLE 7.3 Solve the initial value problem Therefore, y0 ðtÞ þ 3yðtÞ ¼ 0; yð0Þ ¼ 1: s2 YðsÞ As B þ k 2 YðsÞ ¼ 0: Solution. Taking Laplace transform, we get The solution of this algebraic equation in Y(s) is s B k YðsÞ ¼ A 2 þ : 2 : 2 s þk k s þ k2 Taking inverse Laplace transform, we get B sin kt; k where A and B are constants since the initial conditions were not given. yðtÞ ¼ A cos kt þ Lfy0 ðtÞg þ 3LfyðtÞg ¼ 0; which yields sYðsÞ yð0Þ þ 3YðsÞ ¼ 0: Since y(0) ¼ 1, we have sYðsÞ 3YðsÞ ¼ 1; an algebraic equation whose solution is YðsÞ ¼ EXAMPLE 7.2 Solve 1 : sþ3 Taking inverse Laplace transform leads to yðtÞ ¼ e3t : 2 d x þ x ¼ A sin t; xð0Þ ¼ x0 ; x0 ð0Þ ¼ v0 : dt2 Show that the phenomenon of resonance occurs in this case. Solution. Taking Laplace transform, we get s2 XðsÞ sxð0Þ x0 ð0Þ þ XðsÞ ¼ A s2 þ 1 EXAMPLE 7.4 Solve the initial value problem d2y dy 2 8y ¼ 0; yð0Þ ¼ 3; 2 dt dt y0 ð0Þ ¼ 6: Solution. The given equation is or ðs2 þ 1Þ XðsÞ ¼ A þ sx0 þ v0 2 s þ1 y00 ðtÞ 2y0 ðtÞ 8y ¼ 0; yð0Þ ¼ 3; y0 ð0Þ ¼ 6: Laplace transform leads to or Lfy00 ðtg 2Lfy0 ðtÞg 8Lfyg ¼ 0; A s v0 x0 þ 2 : þ 2 XðsÞ ¼ 2 2 s þ1 s þ1 ðs þ 1Þ Taking inverse Laplace transform, we have xðtÞ ¼ A ðsin t t cos tÞ þ x0 cos t þ v0 sin t: 2 that is, s2 YðsÞsyð0Þy0 ð0Þ2fsYðsÞyð0Þg8YðsÞ¼0 and so using initial conditions, we have ðs2 2s 8ÞYðsÞ 3s ¼ 0: Applications of Laplace Transform Hence " # 3s s1þ1 ¼3 2 s 2s 8 ðs 1Þ2 9 " # s1 1 þ : ¼3 ðs 1Þ2 9 ðs 1Þ2 9 YðsÞ ¼ Taking inverse Laplace transform, we get ( ) ( s1 1 1 1 yðtÞ ¼ 3L þ 3L ðs 1Þ2 9 ðs 1Þ2 9 n 7.3 Verification: We have 1 1 1 y0 ¼ 1 þ t2 þ et þ et ; 2 2 2 1 1 y00 ¼ t et þ et ; 2 2 1 1 y000 ¼ 1 þ et þ et : 2 2 00 000 and y , we get Adding y ) y00 þ y000 ¼ t þ et þ 1 (the given equationÞ: ¼ 3et cosh 3t þ et sinh 3t: EXAMPLE 7.6 Solve d2y dy þ 2 3y ¼ sin t; yð0Þ ¼ y0 ð0Þ ¼ 0: 2 dt dt EXAMPLE 7.5 Solve the initial value problem y000 þ y00 ¼ et þ t þ 1; yð0Þ ¼ y0 ð0Þ ¼ y00 ð0Þ ¼ 0: Solution. Taking Laplace transform of both sides of the given equation, we take Solution. Taking Laplace transform of both sides of the given equation, we have Lfy000 ðtÞg þ 2Lfy0 ðtÞg 3LfyðtÞg ¼ Lfsin tg; Lfy000 ðtÞ þ Lfy00 ðtÞg ¼ Lfet g þ Lftg þ Lf1g; that is, s3 YðsÞ s2 yð0Þ sy0 ð0Þ y00 ð0Þ þ s2 YðsÞ syð0Þ y0 ð0Þ ¼ 1 1 1 þ þ s 1 s2 s which yields s2 YðsÞ syð0Þ y0 ð0Þ þ 2fsYðsÞ yð0Þg 3YðsÞ 1 : ¼ 2 s þ1 Using the given initial conditions, we have s2 YðsÞ þ 2sYðsÞ 3YðsÞ ¼ Since y(0) ¼ y0 (0) ¼ y 00 (0) ¼ 0, we have s3 YðsÞ þ s2 YðsÞ ¼ 1 1 1 þ 2þ ; s1 s s and so s1 sþ1 2 2 2ðs þ1Þ 2ðs þ2s3Þ " # s 1 1 sþ1 ¼ 2 : 2ðs þ1Þ 2ðs2 þ1Þ 2 ðsþ1Þ2 4 YðsÞ¼ and so YðsÞ ¼ 2s2 1 : s4 ðs 1Þ ðs þ 1Þ Using partial fraction decomposition, we have 1 1 1 1 YðsÞ ¼ 2 þ 4 : s s 2ðs þ 1Þ 2ðs 1Þ 1 s2 þ 1 1 ðs2 þ1Þðs2 þ2s3Þ ¼ Taking inverse Laplace transform, we have 1 1 1 yðtÞ ¼ cos t sin t et sinh 2t: 2 2 2 Taking inverse transform yields 1 1 1 1 þ þ s2 s4 2ðs þ 1Þ 2ðs 1Þ 1 1 1 ¼ t þ t3 et þ et : 6 2 2 yðtÞ ¼ L1 EXAMPLE 7.7 Solve d2y dy 6 þ 9y ¼ t2 e3t ; yð0Þ ¼ 2; y0 ð0Þ ¼ 6: dt2 dt 7.4 n Engineering Mathematics-II Solution. Taking Laplace transform, we get 0 s YðsÞ syð0Þ y ð0Þ 6ðsYðsÞ yð0ÞÞ þ 9YðsÞ 2 ¼ : ðs 3Þ3 2 Using initial conditions, we have s2 YðsÞ 2s 6 6sYðsÞ þ 12 þ 9YðsÞ ¼ Solution. Taking Laplace transform leads to 1 es sYðsÞ þ 2 þ 2YðsÞ ¼ s s or ðs þ 2ÞYðsÞ ¼ or YðsÞ ¼ 2 ðs 3Þ3 1 es 2 s s 1 es 2 : sðs þ 2Þ sðs þ 2Þ s þ 2 But, by partial fraction, we have or ðs2 6s þ 9ÞYðsÞ ¼ 2ðs 3Þ þ 1 1 1 ¼ : sðs þ 2Þ 2s 2ðs þ 2Þ 2 ðs 3Þ3 Therefore, or 2 2 : þ YðsÞ ¼ s 3 ðs 3Þ5 Taking inverse Laplace transform yields 1 yðtÞ ¼ 2e3t þ t4 e3t : 12 EXAMPLE 7.8 Solve y00 3y0 þ 2y ¼ t; yð0Þ ¼ 0 and y0 ð0Þ ¼ 0: Solution. Taking Laplace transform yields s2 YðsÞ syð0Þ y0 ð0Þ 3½sYðsÞ yð0Þ 1 þ 2YðsÞ ¼ 2 : s Making use of initial value conditions, we have 1 ðs2 3s þ 2ÞYðsÞ ¼ 2 s and so 1 3s þ 2Þ 1 1 3 1 þ þ ¼ : 4ðs 2Þ ðs 1Þ 4s 2s2 YðsÞ ¼ s2 ðs2 Taking inverse Laplace transform, we get 1 3 t yðtÞ ¼ e2t et þ þ : 4 4 2 Taking inverse transform, we get 1 1 1 1 yðtÞ¼ e2t Hðt1Þþ e2ðt1Þ Hðt1Þþ2e2t 2 2 2 2 ( 1 3 2t þ e for 0t<1 2 2 ¼ 3 2t 1 2ðt1Þ þ2e for t 1: 2e EXAMPLE 7.10 Solve d2y dy þ2 þ5y ¼ et sint; yð0Þ ¼ 0; y0 ð0Þ ¼ 1: 2 dt dt Solution. Taking Laplace transform yields s2 YðsÞ syð0Þ y0 ð0Þ þ 2ðsYðsÞ yð0ÞÞ 1 þ 5YðsÞ ¼ : ðs þ 1Þ2 þ 1 Using initial conditions, we get s2 YðsÞ þ 2sYðsÞ þ 5YðsÞ ¼ 1 þ 1 ðs þ 1Þ2 þ 1 or ðs2 þ 2s þ 5ÞYðsÞ ¼ 1 þ 1 ðs þ 1Þ2 þ 1 or EXAMPLE 7.9 Solve y0 þ 2y ¼ 1 Hðt 1Þ; s 1 1 e es 2 YðsÞ ¼ : 2s 2ðs þ 2Þ 2s 2ðs þ 2Þ sþ2 1 1 þ s2 þ 2s þ 5 ðs2 þ 2s þ 5Þðs2 þ 2s þ 2Þ s2 þ 2s þ 3 : ¼ 2 ðs þ 2s þ 5Þ ðs2 þ 2s þ 2Þ Y ðsÞ ¼ yð0Þ ¼ 2; where H(t) is Heaviside’s unit step function. Applications of Laplace Transform Using partial fractions, we have Hence 2 1 þ YðsÞ ¼ 3ðs2 þ 2s þ 5Þ 3ðs2 þ 2s þ 2Þ 2 ¼ : 3ððs þ 1Þ2 þ 1Þ Taking inverse transform, we get 2 1 1 yðtÞ ¼ : et sin 2t þ et sin t 3 2 3 1 t ¼ e ðsin t þ sin 2tÞ: 3 XðsÞ ¼ n 7.5 mv0 mv0 : ks kðs þ mk Þ Then, application of inverse Laplace transform yields mv0 k ð1 emt Þ: xðtÞ ¼ k The graph of x(t) is shown in the Figure 7.1 x(t ) mv0 / k EXAMPLE 7.11 Solve the equation of motion d2x dx þ k ¼ mv0 ðtÞ; xð0Þ ¼ x0 ð0Þ ¼ 0; dt2 dt which represents the motion of a pellet of mass m fired into a viscous gas from a gun at time t ¼ 0 with a muzzle velocity v0 and where (t) is Dirac delta function, x(t) is displacement at time t 0 and k > 0 is a constant. m 0 Solution. The condition x (0) ¼ 0 implies that the pellet is initially at rest for t < 0. Taking the Laplace transform of both sides, we have t 0 Figure 7.1 The velocity is given by dx k ¼ x0 ðtÞ ¼ v0 em t : dt m½s2 XðsÞ sxð0Þ x0 ð0Þ þ k½s XðsÞ xð0Þ ¼ 1:mv0 : We observe that lim x0 (t) ¼ v0 and lim x0 (t) ¼ 0. t!0þ t!0 Using the given conditions, this expression reduces to This indicates instantaneous jump in velocity at ðms2 þ ksÞ XðsÞ ¼ mv0 t ¼ 0 from a rest state to the value v0. The graph of or x0 (t) is shown in the Figure 7.2. mv0 v0 ¼ XðsÞ ¼ 2 ms þ ks s s þ mk x ′(t ) Use of partial fractions yields or v0 A B ¼ þ XðsÞ ¼ s s þ mk s s þ mk v0 k v0 ¼ A s þ þ Bs: m Comparing coefficients, we get v0 ¼ A k mv0 ; which yields A ¼ k m and 0 ¼ A + B, which gives B ¼ mv0 : k t 0 Figure 7.2 7.6 n Engineering Mathematics-II EXAMPLE 7.12 Solve boundary value problem d2y þ 9y ¼ cos 2t; yð0Þ ¼ 1; dt2 Comparing coefficients of the powers of s, we get Solution. Suppose that y0 (0) ¼ A. Then taking Laplace transform, we have s s2 YðsÞ syð0Þ y0 ð0Þ þ 9 YðsÞ ¼ 2 s þ4 or ðs2 þ 9ÞYðsÞ ¼ s þ A þ and so 3 ; 50 2 D¼ : 25 A¼ y ¼ 1: 2 sþA s þ 2 2 s þ 9 ðs þ 9Þ ðs2 þ 4Þ 4s A s þ þ ¼ 5ðs2 þ 9Þ s2 þ 9 5ðs2 þ 4Þ (partial fractionsÞ: Taking inverse Laplace transform yields 4 A 1 yðtÞ ¼ cos 3t þ sin 3t þ cos 2t: 5 3 5 Since y 2 ¼ 1, putting t ¼ 2, we get A ¼ 12 5 . Hence 4 4 1 yðtÞ ¼ cos 3t þ sin 3t þ cos 2t: 5 5 5 EXAMPLE 7.13 Solve d2x dx þ 6 þ 9x ¼ sin t ðt 0Þ dt2 dt subject to the conditions x(0) ¼ x0 (0) ¼ 0. 1 ; 10 C¼ 3 ; 50 Hence XðsÞ ¼ s ; s2 þ 4 YðsÞ ¼ B¼ 3 1 3s þ 50ðs þ 3Þ 10ðs þ 3Þ2 50ðs2 þ 1Þ þ 2 : 25ðs2 þ 1Þ Application of inverse Laplace transform gives xðtÞ ¼ ¼ 3 3t e3t t 3 2 e þ cos t þ sin t 50 10 50 25 e3t 3 2 ð5t þ 3Þ cos t þ sin t: 50 50 25 3t The term e50 (5t þ 3) is the particular solution, called the transient response since it dies away for 3 2 cos t þ 25 sin t large time, whereas the terms – 50 is called the complementary function (sometimes called steady state response by engineers since it persists). However, there is nothing steady about it. (b) Problems Related to Electrical Circuits Consider the RCL circuit, shown in the Figure 7.3, consisting of resistance, capacitor, and inductor connected to a battery. Solution. Taking Laplace transform of both sides of the given equations yields L 0 s XðsÞ sxð0Þ x ð0Þ þ 6ðsXðsÞ xð0ÞÞ 1 : þ 9XðsÞ ¼ 2 s þ1 Using the initial conditions, we have 1 ðs2 þ 6s þ 9ÞXðsÞ ¼ 2 þ1 s or 2 XðsÞ ¼ E R C Figure 7.3 1 2 ðs2 þ 1Þ ðs þ 3Þ A B Cs þ D : þ ¼ þ 2 s þ 3 ðs þ 3Þ2 s þ1 We know that resistance R is measured in ohms, capacitance C is measured in farads, and inductance is measured in henrys. Applications of Laplace Transform Let I denote the current flowing through the circuit and Q denote the charge. Then current I is related to Q by the relation I ¼ dQ dt . Also (a) By Ohm’s law, VI ¼ R (resistance). Therefore, the voltage drop V across a resistor R is RI. (b) The voltage drop across the inductor L is L dI dt . (c) The voltage drop across a capacitor is Q C. Thus, if E is the voltage (potential difference) of the battery, then by Kirchhoff’s law, we have dI Q L þ RI þ ¼ EðtÞ; dt C where L, C, and R are constants. In terms of current, this equation becomes Zt dI 1 IðuÞ du ¼ EðtÞ; L þ RI þ dt C 0 because I ¼ dQ dt implies Q ¼ Rt L L d Q dQ Q þ ¼ EðtÞ; þR dt2 dt C EXAMPLE 7.14 Given that I ¼ Q ¼ 0 at t ¼ 0, find I in the LR circuit (Figure 7.4) for t > 0. E0 v ; s2 þ v 2 where F(s) denotes the Laplace transform of I. Using the given initial condition, we have ðLs þ RÞFðsÞ ¼ E0 v s2 þ v 2 which yields E0 vL E0 v ¼ ðLs þ RÞ ðs2 þ v2 Þ s þ RL ðs2 þ v2 Þ A Bs þ C þ 2 : ¼ R s þ v2 sþL FðsÞ ¼ Comparison of coefficients of different powers of s yields E0 Lv E0 Lv E0 Rv ; B¼ 2 2 ; C¼ 2 2 : L2 v2 þ R2 L v þ R2 L v þ R2 Hence E Lv sE0 Lv 0 sþ RL ðL2 v2 þR2 Þ ðs2 þv2 Þ ðL2 v2 þR2 Þ E0 Rv : þ 2 2 ðs þv Þ ðL2 v2 þR2 Þ FðsÞ ¼ Taking inverse Laplace transform yields IðtÞ ¼ L Ið0Þ ¼ 0; L½sFðsÞ Ið0Þ þ RFðsÞ ¼ A¼ which is a differential equation of second order with constant coefficients L, R, and 1/C. The forcing function (input function) E(t) is supplied by the battery (voltage source). The system described by the above differential equation is known as harmonic oscillator. dI þ RI ¼ E0 sin vt; dt where L, R, E0, and v are constants. Taking Laplace transform of both sides, we have IðuÞ du. 2 7.7 Solution. By Kirchhoff’s law, the differential equation governing the given circuit is 0 In terms of charge, this differential equation takes the form n E0 Lv E0 Lv R e L t 2 2 cos vt L2 v2 þ R2 L v þ R2 E0 R sin vt: þ 2 2 L v þ R2 E 0 sin ωt R Figure 7.4 EXAMPLE 7.15 Given that I ¼ Q ¼ 0 at t ¼ 0, find charge Q and current I in the following circuit (Figure 7.5) for t > 0. 7.8 n Engineering Mathematics-II Suppose the roots of s2 þ Then 1 henry s1 ¼ 1sin t 6 ohms 1/9 farad Figure 7.5 Solution. By Kirchhoff’s law, the differential equation for the given circuit is L d2Q dQ Q þ ¼ EðtÞ: þR dt2 dt C Here L ¼ 1, R ¼ 6, C ¼ 19, E(t) ¼ sin t. Thus we have d2Q dQ þ6 þ 9Q ¼ sin tðt > 0Þ; 2 dt dt subject to Q(0) ¼ 0, Q0 (0) ¼ I(0) ¼ 0. By Example 7.13, the solution of this equation is Rþ R Ls 1 þ LC are s1 and s2. pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi R2 ð4L=CÞ R R2 ð4L=CÞ and s2 ¼ : 2L 2L Let us suppose R > 0. Then three cases arise: (a) If R2 4L C < 0, then s1 and s2 are complex and s1 ¼ s2 . (b) If R2 4L C ¼ 0, then s1 and s2 are real and s1 ¼ s2. 2 4L (c) If R C > 0, then s1 and s2 are real and s1 6¼ s2. Case (a). Using partial fractions, we have 1 1 1 1 ¼ : QðsÞ¼ Lðss1 Þ ðss2 Þ Lðs1 s2 Þ ss1 ss2 Taking inverse Laplace transform yields 1 qðtÞ¼ : Lðs1 s2 Þ½es1 t es2 t If we put rffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 1 4L R v0 ¼ R2 and ¼ ; 2L C L then s1 ¼ s2 ¼ þ iv0 and so s1 – s2 ¼ 2iv0. Then Therefore, dQ 5e3t 3 3 2 1 ðþiv0 Þt ð5t þ3Þe3t þ sint þ cost IðtÞ ¼ ¼ e eðiv0 Þt qðtÞ ¼ 50 50 dt 50 25 2Liv0 e3t 3 2 1 t eiv0 t eiv0 t ¼ ð15t þ4Þþ sint þ cost: ¼ e 50 50 25 2i Lv0 1 t e sin v0 t; < 0: ¼ EXAMPLE 7.16 Lv0 Solve Thus, the impulse response q(t) is a damped sinusoidal with frequency v0. That is why, this case is 2 d q dq q called damped vibration or undercritical damping L 2 þ R þ ¼ ðtÞ (Dirac delta functionÞ dt dt C (Figure 7.6). under conditions q(0) ¼ q0 (0) ¼ 0. e3t 3 2 ð5t þ 3Þ cos t þ sin t: QðtÞ ¼ 50 50 25 1 Lω0 Solution. Applying Laplace transform to both sides of the given equation, we find 1 Ls2 þ Rs þ QðsÞ ¼ 1 C 2 π /ω0 π /ω 0 or QðsÞ ¼ Ls2 1 1 : ¼ 1 þ Rs þ C1 L s2 þ RL s þ LC − 1 L ω0 Figure 7.6 t Applications of Laplace Transform Case (b) In this case s1 ¼ s2 ¼ – QðsÞ ¼ R 2L 1 Lðs Þ2 n 7.9 and so : Taking inverse transform, we get qðtÞ ¼ tet ; L < 0: t 0 This case is called critical damping (Figure 7.7) Figure 7.8 (c) Mechanical System (Mass-Spring System) − 1/ σ 0 t − 1/ σ Figure 7.7 Case (c) As in case (a), we have 1 ðes1 t es2 t Þ: Lðs1 s2 Þ qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi Since L > 0 and C > 0, we have R > R2 4L C and so s2 < s1 < 0. Thus q(t) is the sum of two exponentially damped functions. Put rffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 1 4L R v0 ¼ R2 and ¼ : 2L C 2L qðtÞ ¼ Then, we have Let m be the mass suspended on a spring that is rigidly supported from one end (Figure 7.9). The rest position is denoted by x ¼ 0, downward displacement by x > 0, and upward displacement is represented by x < 0. Let (i) k > 0 be the spring constant (or stiffness) and a > 0 be the damping constant. (ii) a dx dt be the damping force due to medium (air, etc.). Thus, damping force is proportional to the velocity. (iii) f (t) represents all external impressed forces on m. It is also called forcing or excitation. x <0 0 s1 ¼ þ v 0 ; m x = 0(rest position) x >0 f(t) s2 ¼ v 0 : Figure 7.9 Therefore, s1 s2 ¼ 2v0 and 1 1 ðeðþv0 Þt eðv0 Þt Þ ¼ sinh v0 t qðtÞ ¼ 2Lv0 Lv0 1 ðþv0 Þt e ð1 e2v0 t Þ; < 0: ¼ 2Lvo Since þ v0 < 0, the impulse response q(t) is damped hyperbolic sine. This case is called overdamped or overcritical damping (Figure 7.8). By Newton’s second law of motion, the sum of 2 forces acting on m equals m ddt2x and so m d2x dx ¼ kx a þ f ðtÞ: dt2 dt Thus the equation of motion is d2x dx þ a þ kx ¼ f ðtÞ ð1Þ 2 dt dt This is exactly the same differential equation which occurs in harmonic oscillator. m 7.10 n Engineering Mathematics-II If a ¼ 0, the motion is called undamped whereas if a6¼ 0, the motion is called damped. Moreover, if f (t) ¼ 0, that is, if there is no impressed forces, then the motion is called forced. The equation (1) can be written as d 2 x a dx k þ ¼ f ðtÞ=m; ð2Þ þ dt2 m dt m where f (t)/m is now the external impressed force (or excitation force) per unit mass. EXAMPLE 7.17 Solve the equation of motion 1 LfðtÞg: þ 2bs þ l2 Thus we conclude that XðsÞ ¼ s2 Response ¼ Transfer function Input: (d) Ordinary Differential Equations with Polynomial (Variable) Coefficients We know that dn FðsÞ; dsn where F(s) ¼ L { f (t)}. Thus for n ¼ 1, we have Lftn f ðtÞg ¼ ð1Þn d2x dx þ 2b þ l2 x ¼ ðtÞ; xð0Þ ¼ x0 ð0Þ ¼ 0 2 dt dt for 0 < b < l. [Clearly this is equation (2) with ma ¼ 2b, mk ¼ l2 ] Solution. We want to find the response of the given mechanical system to a unit impulse. Taking Laplace transform, we get fs2 XðsÞsxð0Þx0 ð0Þgþ2bfsXðsÞxð0Þgþl2 XðsÞ¼1: Taking note of the given conditions, we have ðs2 þ 2bs þ l2 Þ XðsÞ ¼ 1 or Also we note that 1 1 ¼ : s2 þ 2bs þ l2 ðs þ bÞ2 þ ðl2 b2 Þ Taking inverse Laplace transform yields ! pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 1 2 bt pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi sin l b2 t ; xðtÞ ¼ e l2 b2 which is clearly a case of damped oscillation (Figure 7.10). XðsÞ ¼ LftfðtÞ ¼ F0 ðsÞ: Hence, if f0 (t) satisfies the sufficient condition for the existence of Laplace transform, then d d Lftf 0 ðtÞ ¼ Lf f 0 ðtÞg ¼ ðsFðsÞ f ð0ÞÞ ds ds ¼ sF0 ðsÞ FðsÞ: Similarly for f 00 (t), d d Lftf 00 ðtÞg¼ Lff 00 ðtÞg¼ fs2 FðsÞsf ð0Þf 0 ð0Þg ds ds ¼s2 F 0 ðsÞ2sFðsÞþf ð0Þ: The above-mentioned derivations are used to solve linear differential equations whose coefficients are first degree polynomials. EXAMPLE 7.18 Solve ty00 þ y0 þ ty ¼ 0; yð0Þ ¼ 1; y0 ð0Þ ¼ 0: Solution. Taking Laplace transform, we have x(t ) Lfty00 g þ Lfy0 g þ Lftyg ¼ 0 or d d Lfy00 ðtÞg þ fsYðsÞ yð0Þg fYðsÞg ¼ 0 ds ds or t 0 Figure 7.10 d 2 fs YðsÞ syð0Þ y0 ð0Þg þ fsYðsÞ yð0Þg ds d YðsÞ ¼ 0 ds which on using initial conditions yields dY ðsÞ dYðsÞ þ 2sY ðsÞ þ sYðsÞ ¼0 s2 ds ds Applications of Laplace Transform or or dYðsÞ þ sYðsÞ ¼ 0 ðs þ 1Þ ds 2 or dYðsÞ s ds ¼ 0: þ 2 YðsÞ s þ 1 Integrating, we have 1 log YðsÞ þ logðs2 þ 1Þ ¼ A ðconstantÞ 2 and so A YðsÞ ¼ pffiffiffiffiffiffiffiffiffiffiffiffi : s2 þ 1 Taking inverse Laplace transform, we get yðtÞ ¼ A J0 ðtÞ; where J0(t) is Bessel function of order zero. Putting t ¼ 0 and using initial condition y(0) ¼ 1, we have 1 ¼ A J0 ð0Þ ¼ A: n 7.11 dYðsÞ 3 4 þ s YðsÞ ¼ 2 þ 1: ds s s The integrating factor is R 3 s2 e ðssÞ ds ¼ s3 e 2 : Therefore, d 4 s2 s2 s2 ½YðsÞ:s3 e 2 ¼ 2 s3 e 2 þ s3 e 2 ; ds s and so integration yields Z Z s2 s2 s2 YðsÞs3 e 2 ¼ 4 se 2 ds þ s3e 2 ds: 2 Putting u ¼ – s2 , we get Z Z 2 3 s2 u YðsÞs e ¼ 4 e du þ 2 u eu du 2 2 2 s s2 s2 s2 2 þA ¼ 4e e e þ2 2 Hence the required solution is s2 s2 ¼ 2e 2 s2 e 2 þ C: yðtÞ ¼ J0 ðtÞ: Thus, 2 1 C s2 þ e2 : s3 s s3 Since Y(s) ! 0 as s ! 1, we must have C ¼ 0 and so 2 1 YðsÞ ¼ 3 : s s Taking inverse Laplace transform, we get YðsÞ ¼ EXAMPLE 7.19 Solve y00 þ ty0 2y ¼ 4; yð0Þ ¼ 1; y0 ð0Þ ¼ 0: Solution. Taking Laplace transform yields Lfy00 ðtÞg þ Lfty0 ðtÞg 2LfyðtÞg ¼ 4Lf1g yðtÞ ¼ t2 1: or s2 YðsÞ syð0Þ y0 ð0Þ d 4 Lfy0 ðtÞg 2YðsÞ ¼ ds s or d s2 YðsÞ syð0Þ y0 ð0Þ ðsYðsÞ yð0ÞÞ ds 4 2YðsÞ ¼ : s On using the initial values, we have dYðsÞ 4 þ YðsÞ 2YðsÞ ¼ s2 YðsÞ þ s s ds s or sdYðsÞ 4 ðs2 3ÞYðsÞ ¼ þ s ds s EXAMPLE 7.20 Solve ty00 þ 2y0 þ ty ¼ 0; yð0Þ ¼ 1; yðÞ ¼ 0: Solution. Let y0 (0) ¼ A (constant). Taking Laplace transform of both sides, we obtain d 2 fs YðsÞ syð0Þ y0 ð0Þg þ 2fsYðsÞ yð0Þg ds d fYðsÞg ¼ 0 ds and so s2 Y0 ðsÞ 2sYðsÞ þ yð0Þ þ 2sYðsÞ 2yð0Þ Y0 ðsÞ ¼ 0: 7.12 n Engineering Mathematics-II Using boundary conditions, we get ðs þ 1ÞY ðsÞ 1 ¼ 0 or Y0 ðsÞ ¼ 1 : þ1 s2 Integration yields YðsÞ ¼ tan1 s þ B (constant): Since Y(s) tends to zero as s ! 1, we must have B ¼ /2. Hence, 1 : YðsÞ ¼ tan1 s ¼ tan1 2 s Taking inverse Laplace transform, we have (see Example 21.48). sin t 1 1 1 : tan yðtÞ ¼ L ¼ s t This solution clearly satisfies y() ¼ 0. EXAMPLE 7.21 Solve 00 0 ty þ y þ 2y ¼ 0; yð0Þ ¼ 1: Solution. Taking Laplace transform gives d 2 ðs YðsÞ syð0Þ y0 ð0ÞÞ þ ðsYðsÞ yð0ÞÞ ds þ 2YðsÞ ¼ 0 or s2 Y0 ðsÞ2sYðsÞþyð0ÞþsYðsÞyð0Þþ2YðsÞ¼0 or s2 Y0 ðsÞ sYðsÞ þ 2YðsÞ ¼ 0 or Y0 ðsÞ þ or A e s : s 1 n P x 2 Since ex ¼ n !; taking x ¼ s ; we have n¼0 1 X ð1Þn 2n : YðsÞ ¼ A n ! snþ1 n¼0 2 0 2 1 2 2 YðsÞ ¼ 0: s s The integrating factor is R 1 2 2 2 ds ¼ elog sþ s ¼ se s : e s s2 Therefore, d fYðsÞse2=s g ¼ 0: ds Integrating, we have YðsÞ se2=s ¼ A ðconstantÞ YðsÞ ¼ Taking inverse Laplace transform,we get 1 X ð1Þn 2n tn : yðtÞ ¼ A ðn !Þ2 n¼0 The condition y(0) ¼ 1 now yields A ¼ 1. Hence 1 X pffiffiffiffi ð1Þn 2n tn ¼ J0 ð2 2tÞ; yðtÞ ¼ 2 ðn !Þ n¼0 where J0 is Bessel’s function of order zero. EXAMPLE 7.22 Solve ty00 y0 ¼ 1; yð0Þ ¼ 0: Solution. Taking Laplace transform of both sides of the given equation, d 1 fs2 Y0 ðsÞsyð0Þy0 ð0ÞgfsYðsÞyð0Þg¼ ds s or 1 s2 Y0 ðsÞ 2sYðsÞ þ yð0Þ sY ðsÞ þ yð0Þ ¼ s or 1 s2 Y0 ðsÞ 3sYðsÞ ¼ s or 3 1 Y0 ðsÞ þ YðsÞ ¼ 3 : s s The integrating factor is R3 ds e s ¼ e3 log s ¼ s3 : Therefore, d 1 ðYðsÞs3 Þ ¼ 3 s3 ¼ 1: ds s Integrating YðsÞs3 ¼ s þ AðconstantÞ and so YðsÞ ¼ 1 A þ : s2 s3 Applications of Laplace Transform Taking inverse Laplace transform, we get yðtÞ ¼ t þ Bt2 ; where B is constant. Obviously, the solution satisfies y(0) ¼ 0. n 7.13 By initial value theorem yð0Þ ¼ lim sYðsÞ ¼ 0 and s!0 so C ¼ 0. Hence 1 : YðsÞ ¼ ðs þ 1Þ2 Taking inverse Laplace transform, we get yðtÞ ¼ t et : EXAMPLE 7.23 Solve ty00 þ ðt þ 1Þy0 þ 2y ¼ et ; yð0Þ ¼ 0: 7.2 SIMULTANEOUS DIFFERENTIAL EQUATIONS The Laplace transforms convert a pair of differential equations into simultaneous algebraic equations in parameters. After that we solve these equations for Laplace transforms of the variables and then apply d d fs2 YðsÞ syð0Þ y0 ð0Þg fsYðsÞ yð0Þg inverse Laplace operators to get the required ds ds solution. 1 þ fsYðsÞ yð0Þg þ 2YðsÞ ¼ sþ1 EXAMPLE 7.24 or Solve the simultaneous differential equations s2 Y0 ðsÞ 2sYðsÞ fsY0 ðsÞ þ YðsÞg þ sYðsÞ 3x0 þ y0 þ 2x ¼ 1; x0 þ 4y0 þ 3y ¼ 0 1 yð0Þ þ 2YðsÞ ¼ subject to the conditions x(0) ¼ 0, y(0) ¼ 0. sþ1 or 1 Solution. Taking Laplace transform, we get s2 Y0 ðsÞsY0 ðsÞ2sYðsÞþsYðsÞþYðsÞ ¼ sþ1 1 3fsXðxÞ xð0Þg þ fsYðsÞ yð0Þg þ 2XðxÞ ¼ or s 1 0 2 and ðs þ sÞY ðsÞ ðs 1ÞYðsÞ ¼ sþ1 sXðsÞ xð0Þ þ 4fsYðsÞ yð0Þg þ 3YðsÞ ¼ 0: or s 1 1 Using the initial conditions, these equations reduce ¼ : Y0 ðsÞ þ 2 s þ s sðs þ 1Þ2 to 1 ð3Þ ð3s þ 2ÞXðsÞ þ sYðsÞ ¼ The integration factor is s and R 1 R s1 2 2 ds ds ðs þ 1Þ s þ sþ1 : ¼e ¼ e s2 þs sXðsÞ þ ð4s þ 3ÞYðsÞ ¼ 0: ð4Þ s Multiplying (3) and (4) by s and (3s þ 2) respecTherefore, tively and then subtracting, we get ! d ðs þ 1Þ2 1 ðs þ 1Þ2 1 1 1 ¼ ¼ 2: : YðsÞ YðsÞ ¼ ¼ ; s s ds s 2 sðs þ 1Þ2 11s þ 17s þ 6 ð11s þ 6Þ ðs þ 1Þ Solution. Taking Laplace transform of both sides gives Integrating, we get 2 YðsÞ ðs þ 1Þ ¼ s Z 1 1 ds ¼ þ C 2 s s and so YðsÞ ¼ 1 ðs þ 1Þ2 þ Cs ðs þ 1Þ2 : and then using (4), we have 4s þ 3 : XðsÞ ¼ sð11s þ 6Þ ðs þ 1Þ We deal with X(s) first. Using partial fraction, we have 1 3 1 1 : XðsÞ ¼ 2s 10 s þ ð6=11Þ 5ðs þ 1Þ 7.14 n Engineering Mathematics-II Taking inverse transform, we have 1 3 1 6 xðtÞ ¼ e 11t et 2 10 5 1 6 ¼ ð5 3e t 2et Þ: 10 6 and –1. Hence Further, poles of Y(s) are – 11 6 6 YðsÞ e 11t yðtÞ ¼ lim s þ 11 s!6 11 1 6 þ lim ðs þ 1Þ YðsÞet ¼ ðet e 11 t Þ: s! 1 5 EXAMPLE 7.25 Solve the simultaneous differential equations dx dy ¼ 2x 3y; ¼ y 2x dt dt subject to the conditions x(0) ¼ 8, y(0) ¼ 3. Solution. Taking Laplace transform and using the given conditions, we have sXðsÞ ¼ 2XðsÞ 3YðsÞ þ 8 and Thus and sYðsÞ ¼ YðsÞ 2XðsÞ þ 3: ðs 2ÞXðsÞ þ 3YðsÞ ¼ 8; 2XðsÞ þ ðs 1ÞYðsÞ ¼ 3: Solving these algebraic equations, we get 8s 17 8s 17 XðsÞ ¼ 2 ¼ ; s 3s 4 ðs þ 1Þ ðs 4Þ and YðsÞ ¼ 3s 22 3s 22 ¼ : s2 3s 4 ðs þ 1Þ ðs 4Þ Solution. Taking Laplace transform and using the given conditions, we have 1 s þ1¼ ; s1 s1 1 : sYðsÞ þ XðsÞ ¼ 2 s þ1 sXðsÞ YðsÞ ¼ Solving these equations, we get XðsÞ ¼ YðsÞ ¼ yðtÞ ¼ 5et 2e4t : EXAMPLE 7.26 Solve dx dy y ¼ et ; þ x ¼ sin t dt dt subject to the conditions x(0) ¼ 1, y(0) ¼ 0. ðs 1Þ ðs2 þ 1Þ2 s4 þ s3 2s2 ; 2 sðs 1Þ ðs2 þ 1Þ ¼ s3 þ s2 2s ðs 1Þ ðs2 þ 1Þ2 : Now XðsÞ ¼ s4 þ s2 þ s 1 ðs 1Þ ðs2 þ 1Þ2 A Bs þ C Ds þ E þ þ ¼ : s 1 ðs2 þ 1Þ ðs2 þ 1Þ2 Comparison of coefficients yields 1 and E ¼ 1: A¼B¼C¼ 2 Thus 1 s 1 1 þ 2 þ þ 2 : XðsÞ ¼ 2 2ðs1Þ 2ðs þ1Þ 2ðs þ1Þ ðs þ1Þ2 Hence 1 1 1 1 xðtÞ ¼ et þ cos t þ sin t þ ðsin t t cos tÞ 2 2 2 2 1 t ¼ ½e þ cos t þ 2 sin t t cos t: 2 Now consider Y(s). We have YðsÞ ¼ Using partial fractions, these yields 5 3 5 2 þ ; YðsÞ ¼ : XðsÞ ¼ sþ1 s4 sþ1 s4 Hence taking inverse Laplace transform, we get xðtÞ ¼ 5et þ 3e4t ; s4 þ s2 þ s 1 s3 þ s2 2s ðs 1Þ ðs2 þ 1Þ2 A Bs þ C Ds þ E þ þ ¼ : s 1 ðs2 þ 1Þ ðs2 þ 1Þ2 Comparing coefficients, we get 1 1 1 A ¼ ; B ¼ ; C ¼ ; D ¼ 2; E ¼ 0; 2 2 2 and so YðsÞ ¼ 1 s 1 2s þ : þ 2ðs1Þ 2ðs2 þ1Þ 2ðs2 þ1Þ ðs2 þ1Þ2 n Applications of Laplace Transform EXAMPLE 7.28 Solve the following system of equations: Hence 1 1 1 yðtÞ ¼ et þ cos t sin t þ t sin t: 2 2 2 xðtÞ y00 ðtÞ þ yðtÞ ¼ et 1; EXAMPLE 7.27 The co-ordinates (x, y) of a particle moving along a plane curve at any time t are given by dy dx þ 2x ¼ sin 2t; 2y ¼ cos 2t; t > 0: dt dt If at t ¼ 0, x ¼ 1 and y ¼ 0, show by using transforms, that the particle moves along the curve 4x2 þ 4xy þ 5y2 ¼ 4. Solution. Using Laplace transform, we get sXðsÞ xð0Þ 2YðsÞ ¼ s2 x0 ðtÞ þ y0 ðtÞ yðtÞ ¼ 3et þ t; subject to x(0) ¼ 0, y(0) ¼ 1, y0 (0) ¼ –2. Solution. Taking Laplace transform yields XðsÞfs2 YðsÞsyð0Þy0 ð0ÞgþYðsÞ ¼ and sXðsÞ xð0Þ þ sYðsÞ yð0Þ YðsÞ ¼ XðsÞ s2 YðsÞ þ s 2 þ YðsÞ ¼ s : þ4 and sXðsÞ þ sYðsÞ 1 YðsÞ ¼ 2 ¼ ðs2 þ 4Þ s 1 2 þ ; ¼ 2 s þ 4 2 s2 þ 4 2s2 8 2 : YðsÞ ¼ ¼ 2 2 2 s þ4 ðs þ 4Þ s2 3s2 þ s þ 1 ðs þ 1Þs2 XðsÞ ðs2 1ÞYðsÞ ¼ 2 s s s2 þ s þ 4 ¼ : s2 þ 4 s2 þ 4 Solving for X(s) and Y(s), and using partial fractions, we have s3 þ s2 þ 4s þ 4 1 sðs þ 1Þ or 2 s2 þ 4 sXðsÞ 2YðsÞ ¼ 1 þ XðsÞ ¼ 3 1 þ 2: sþ1 s and Using the given conditions, we have sYðsÞ þ 2XðsÞ ¼ 1 1 sþ1 s Using the given conditions, we have 2 sYðsÞ yð0Þ þ 2XðsÞ ¼ 2 s þ4 and 7.15 ¼ 1 sðs þ 1Þ s3 þ s2 þ 2s 1 sðs þ 1Þ and sXðsÞ þ ðs 1ÞYðsÞ ¼ 1 s 1 þ 2 þ4 s þ4 ¼ 3s2 s 1 ðs þ 1Þs2 s3 2s2 þ s þ 1 : ðs þ 1Þs2 Solving for X(s) and Y(s), we have Hence taking inverse transform, we get 1 xðtÞ ¼ cos 2t þ sin 2t; 2 yðtÞ ¼ sin 2t: XðsÞ ¼ 1 1 1 1 ¼ þ ; s2 ðs þ 1Þ s2 s þ 1 s YðsÞ ¼ s2 s 1 1 1 ¼ 2: 2 s ðs þ 1Þ sþ1 s Hence, taking inverse Laplace transform, we get xðtÞ ¼ t þ et 1; yðtÞ ¼ et t: We observe that 4x2 þ 4xy þ 5y2 ¼ 4ðcos2 2t þ sin2 2tÞ ¼ 4; and hence the particle moves along the curve 4x þ 4xy þ 5y2 ¼ 4. 2 EXAMPLE 7.29 Given that I(0) ¼ 0, find the current I in RL-network shown in the Figure 7.11. 7.16 n Engineering Mathematics-II R I I1 L E(t ) = 1 volt I2 R 7.3 Figure 7.11 Solution. We note that I ¼ I1 þ I2 and so RI ¼ RI1 þ RI2, or equivalently, RI2 ¼ RI – RI1. By Kirchhoff’s law, we have (a) In the closed loop containing R and L, dI1 ¼E¼1 ð5Þ RI þ L dt (b) In the closed loop containing two resistances R, RI þ RI2 ¼ E ¼ 1 or or Taking inverse Laplace transform yields i 1 1 R 1 h R IðtÞ ¼ 1 e 2L t ¼ 2 e 2L t : R 2 2R ð6Þ We want to solve (5) and (6) under the conditions I(0) ¼ I1(0) ¼ 0. Taking Laplace transform yields 1 RFðsÞ þ LfsGðsÞI1 ð0Þg ¼ s and 1 2R FðsÞ RGðsÞ ¼ : s Using I1(0) ¼ 0, we have 1 RFðsÞ þ LsGðsÞ ¼ ð7Þ s and 1 ð8Þ 2RFðsÞ RGðsÞ ¼ : s Multiplying (7) by R and (8) by Ls and adding, we get R R þ Ls ðR2 þ 2RLsÞFðsÞ ¼ þ L ¼ s s or R þ Ls 1 R þ Ls ¼ : FðsÞ ¼ RsðR þ 2LsÞ R sðR þ 2LsÞ Using partial fractions, we get 1 1 1 FðsÞ ¼ : R s 2ðs þ ðR=2LÞÞ A relationship between the values of a function y(t) and the values of the function at different arguments y(t þ h), h constant, is called a difference equation. For example, yðn þ 2Þ yðn þ 1Þ þ yðnÞ ¼ 2 and yðn þ 2Þ 2yðnÞ þ yðn 1Þ ¼ 1 are difference equations. A relation between the terms of a sequence {xn} is also a difference equation. For example, xnþ1 þ 2xn RI þ RI RI1 ¼ 1 2RI RI1 ¼ 1: DIFFERENCE EQUATIONS ¼8 is a difference equation. Difference equations (also called recurrence relations) are closely related to differential equations and their theory is basically the same as that of differential equations. Order of a difference equation is the difference between the largest and smallest arguments occurring in the difference equation divided by the unit of increment. For example, the order of the difference equation ¼ 2: anþ2 3anþ1 þ 2an ¼ 5n is nþ2n 1 Solution of a difference equation is an expression for yn which satisfies the given difference equation. The aim of this section is to solve difference equations using Laplace transform. We first make the following observations: (A) Let f (t) ¼ a[t], where [t] is the greatest integer less than or equal to t and a > 0. Then f (t) is of exponential order and by definition, Z1 Lff ðtÞg ¼ e st Z1 f ðtÞdt¼ 0 0 Z1 ¼ e 0 est a½t dt st 0 Z2 a dtþ e 1 st 1 Z3 a dtþ 2 est a2 dtþ... Applications of Laplace Transform 1 es aðes e2s Þ a2 ðe2s e3s Þ þ þ þ ... s s s s 1e ½1 þ aes þ a2 es þ ... ¼ s 1 es ðReðsÞ > maxð0;logaÞÞ: ¼ sð1 aes Þ ¼ (B) If L1 F{(s)} ¼ f (t), then we know that f ðt 1Þ for t > 1 L1 fes FðsÞg ¼ 0 for t < 1: Also, by observation (1) above, we have 1 es ¼ an for n ¼ 0; 1; 2; . . . ; L1 sð1 aes Þ n t < n þ 1: Therefore, ð1 es Þes L1 sð1 aes Þ n t < n þ 1; n ¼ 0; 1; 2; . . . Then the given difference equation reduces to yðt þ 2Þ 4yðt þ 1Þ þ 3yðtÞ ¼ 0: Thus Lfyðt þ 2Þg 4Lfyðt þ 1Þg þ 3LfyðtÞg ¼ 0 ð9Þ Now Z1 Lfzyðtþ2Þg¼ est yðtþ2Þdt 0 Z1 ¼ 2 esðu2Þ yðuÞdu; u¼tþ2 Z1 ¼e su e Z2 yðuÞdue 0 Z1 2s esu yðuÞdu: 0 esu a0 due2s Z2 esu a1 du ¼ fðt 1Þ ¼ an ¼ an 0 1 es e2s since a0 ¼0; ¼e LfyðtÞge s a1 ¼1 es 2s s ¼e LfyðtÞg ð1e Þ; s for n t 1 < n þ 1; n ¼ 0; 1; 2; for n t < n þ 1; n ¼ 1; 2; 3; . . . 0 e st 1 s Z3 dtþ2a e st Z4 dtþ4a 2 Hence ( s s e ð1þe Þ sð1aes Þ2 2s 2s Z1 Lfyðtþ1Þg ¼ est yðtþ1Þdt 0 e st dtþ... Z1 ¼ 3 e e2s e2s e3s e3s e4s þ2a þ4a2 þ... s s s es ð1es Þ ½1þ2aes þ4a2 e2s þ... ¼ s es ð1es Þ 1 es ð1es Þ ¼ : : ¼ s ð1aes Þ2 sð1aes Þ2 L1 yðtÞ ¼ an ; ¼e2s LfyðtÞge2s Z2 ¼ Solution. Let us define 2s (C) If f (t) ¼ nan–1 for n t < n þ 1, n ¼ 0, 1, 2, . . ., then Z1 Lf f ðtÞg¼ est f ðtÞdt ¼ 7.17 n esðu1Þ yðuÞdu; u¼tþ1 1 Z1 ¼ e sðu1Þ Z1 yðuÞdu 0 0 Z1 ¼e s e su Z1 yðuÞdue 0 ¼es LfyðtÞges ¼ f ðtÞ ¼ nan1 ; n ¼ 0;1;2;... s esu yðuÞdu 0 Z1 ) esðu1Þ yðuÞdu esu a0 du 0 ¼es LfyðtÞg since a0 ¼0: Hence (9) becomes EXAMPLE 7.30 Solve anþ2 4anþ1 þ 3an ¼ 0; es ð1 es Þ 4es LfyðtÞg s þ 3LfyðtÞg ¼ 0; e2s LfyðtÞg a0 ¼ 0; a1 ¼ 1: 7.18 n Engineering Mathematics-II which yields Then the difference equation becomes s yðt þ 2Þ 4yðt þ 1Þ þ 3yðtÞ ¼ 5n : ð10Þ e ð1 e Þ 2s s sðe 4e þ 3Þ By observation (B) and Example 7.30, we have es ð1 es Þ 1 1 1 es n s ¼ ; g ¼ Lf5 s 2s e 3 e 1 sð1 5es Þ 1 es 1 1 es 2s ¼ ð1 es Þ; Lfyðt þ 2Þg ¼ e LfyðtÞg 2s 1 3es 1 es s 1 es 1 es Lfyðt þ 1Þg ¼ es LfyðtÞg: ¼ s s 2sð1 3e Þ 2sð1 e Þ Taking Laplace transform of both sides of (10), we 1 1 ½t ¼ Lf3 g Lf1g; by observation ð1Þ: have 2 2 Lfyðt þ 2Þg 4Lfyðt þ 1Þg þ 3LfyðtÞg ¼ Lf5½t g Hence inversion yields or 1 n an ¼ ½3 1; n ¼ 0; 1; 2; . . . es 2 e2s LfyðtÞg ð1 es Þ 4es LfyðtÞg s EXAMPLE 7.31 þ 3LfyðtÞg ¼ Lf5½tg Solve the difference equation or s LfyðtÞg ¼ yðt þ 1Þ yðtÞ ¼ 1; yðtÞ ¼ 0; t < 1: Solution. Taking Laplace transformation of both sides, we get Lfyðt þ 1Þg LfyðtÞg ¼ Lf1g: fe2s 4es þ 3gLfyðtÞg ¼ Hence LfyðtÞg ¼ But, as in Example 7.30, we have Lfyðt þ 1Þg s But or LfyðtÞg ¼ 1 : sðes 1Þ Taking inverse Laplace transform, we have yðtÞ ¼ L1 sðes 1 1Þ ¼ ½t; t > 0ðsee Example 20:3Þ EXAMPLE 7.32 Solve anþ2 4anþ1 þ 3an ¼ 5n ; a0 ¼ 0; a1 ¼ 1 Solution. We define yðtÞ ¼ an ; n t < n þ 1; es ð1 es Þ Lf5½t g þ sðe2s 4es þ 3Þ e2s 4es þ 3 1 1 Lf5½t g ¼ Lf3½t g Lf1g þ 2s : 2 2 e 4es þ 3 ¼ e LfyðtÞg; 1 es LfyðtÞg LfyðtÞg ¼ s and so es ð1 es Þ þ Lf5½t g: s n ¼ 0; 1; 2; . . . Lf5½t g 1es 1 ¼ : 2s 2s s s e 4e þ3 sð15e Þ e 4es þ3 es 1 ¼ s sðe 5Þðes 3Þðes 1Þ es 1 1=8 1=4 1=8 þ ¼ s es 5 es 3 es 1 1es 1=8 1=4 1=8 þ ¼ s 15es 13es 1es 1 1 1 ¼ Lf1gþ Lf5½t g Lf3½t g: 8 8 4 Hence 3 1 1 LfyðtÞg ¼ Lf1g þ Lf3½t g þ Lf5½t g 8 4 8 and so 3 1 n 1 n an ¼ þ 3 þ 5 : 8 4 8 Applications of Laplace Transform EXAMPLE 7.33 Solve anþ2 3anþ1 þ 2an ¼ 2n ; n 7.19 Therefore, a0 ¼ 0; a1 ¼ 1: LfyðtÞg ¼ Lfn 2n1 g: Hence an ¼ n 2n1 ; Solution. We define yðtÞ ¼ an ; n t < n þ 1: n ¼ 0; 1; 2; . . . Verification. We note that anþ1 ¼ ðn þ 1Þ2n ; anþ2 ¼ ðn þ 2Þ2nþ21 Then the given equation reduces to ¼ ðn þ 2Þ2nþ1 : yðt þ 2Þ 3yðt þ 1Þ þ 2yðtÞ ¼ 2½t : Taking Laplace transform of both sides, we get Therefore, Lfyðt þ 2Þg 3Lfyðt þ 1Þg þ 2LfyðtÞg ¼ Lf2½t g: anþ2 3anþ1 þ2an ¼ðnþ2Þ2nþ1 ð3nþ3Þ2n þ2n2n1 ¼2n ½2nþ43n3þn¼2n : But, as in the previous examples, Lfyðt þ 2Þg ¼ e2s LfyðtÞg es ð1 es Þ; s EXAMPLE 7.34 Solve yðtÞ yðt Þ ¼ sin t; Lfyðt þ 1Þg ¼ es LfyðtÞg: Therefore, t 0: Solution. Taking Laplace transform, we have ðe2s 3es þ 2ÞLfyðtÞg ¼ LfyðtÞg Lfyðt Þg ¼ Lfsin tg: s e ð1 es Þ þ Lf2½t g; s e s sðe2s 3es þ2Þ ð1es Þþ ½t Lf2 g e2s 3es þ2 ð11Þ But Z1 which gives LfyðtÞg¼ yðtÞ ¼ 0; LfyðtÞg ¼ est yðt Þdt 0 Z1 es ð1es Þ 1 1 Lf2½t g ¼ þ esðuþÞ yðuÞdu; u ¼ t ¼ s es 2 es 1 e2s 3es þ2 1es 1 1 Lf2½t g þ ¼ Z1 s 12es 1es e2s 3es þ2 s esu yðuÞdu; yðuÞ ¼ 0; u < 0 ¼e 1es 1 Lf2½t g þ ¼ 0 sð1es Þ s e2s 3es þ2 s ¼ e LfyðtÞg: Lf2½t g ¼Lf2½t gLf1gþ 2s : Hence (11) reduces to e 3es þ2 1 Lf yðtÞg es Lf yðtÞg ¼ 2 But s þ1 and so Lf2½t g 1es 1 1 ¼ : Lf yðtÞg ¼ 2 : e2s 3es þ2 sð12es Þ e2s 3es þ2 ðs þ 1Þ ð1 es Þ es 1 Taking inverse transform, we get (see Exapmle 5.72) ¼ s sðe 2Þðes 2Þðes 1Þ " # sin t for 0 < t < yðtÞ ¼ es 1 1 1 1 0 for < t < 2 þ þ ¼ s es 2 ðes 2Þ2 es 1 sin t for 2n < t < ð2n þ 1Þ " # ¼ 1es 1 es 1 0 for ð2n þ 1Þ < t < ð2n þ 2Þ ¼ þ þ s 12es ð12es Þ2 1es (due to periodicity), for n¼ 0; 1; 2; . . . ¼ Lf2½t gþLfn 2n1 gþLf1g: This is half-wave rectified sinusoidal function. 7.20 n Engineering Mathematics-II EXAMPLE 7.35 Find explicit formula (solution) for Fibonacci sequence: anþ2 ¼ anþ1 þ an ; a0 ¼ 0; a1 ¼ 1: But Z1 Lfyðt1Þg¼ 0 Z1 Solution. Define yðtÞ ¼ an ; est yðt1Þdt n t < n þ 1; ¼ n ¼ 0; 1; 2; . . . esðuþ1Þ yðuÞdu; u¼t1 1 Then the given difference equation reduces to yðt þ 2Þyðt þ 1ÞyðtÞ ¼ 0: ¼e s Taking Laplace transform, we have ¼es But ðe2s es 1ÞLfyðtÞg ¼ yðuÞduþe s Z1 Z1 esu yðuÞdu 0 esu yðuÞdu since yðtÞ¼0 for t 0 0 es ð1 es Þ s ¼es LfyðtÞg: Therefore, we have Lfyðt þ 1Þg ¼ es LfyðtÞg: Therefore, we get e su 1 Lfyðt þ 2Þg Lfyðt þ 1Þg LfyðtÞg ¼ 0: Lfyðt þ 2Þg ¼ e2s LfyðtÞg Z0 LfyðtÞgþes LfyðtÞg ¼ s e ð1 e Þ s s 1 s1 or 1 ðs 1Þ ð1 þ es Þ 1 ½1 es þ e2s e3s þ . . . ¼ ðs 1Þ 1 X ð1Þn ens : ¼ s1 n¼0 ¼ LfyðtÞg or es ð1es Þ sðe2s es 1Þ 2 3 1 1 pffiffi es ð1es Þ 4 pffiffi5 5 pffiffi pffiffi 5 ¼ 1þ 5 1 5 s s s e2 e2 2 0 13 Hence 1es 4 1 @ 1 1 A5 pffiffi pffiffi pffiffiffi ¼ yðtÞ s 5 1 1þ 5 es 1 1 5 es 2 2 " ( pffiffiffi½t ) ( pffiffiffi½t )# 1 1þ 5 1 5 ¼ pffiffiffi L L : EXAMPLE 7.37 2 2 5 LfyðtÞg ¼ ¼ ½t X ð1Þn etn : n¼0 Solve the differential-difference equation Hence " pffiffiffin pffiffiffin # 1 1þ 5 1 5 an ¼ pffiffiffi ;n 2 2 5 y0 ðtÞ yðt 1Þ ¼ t; 0: yðtÞ þ yðt1Þ ¼ e; ¼ Lftg: Now yðtÞ ¼ 0; t 0: Lfy0 ðtÞg ¼ s LfyðtÞgyð0Þ ¼ s LfyðtÞg and Lfyðt 1Þg Solution. Taking Laplace transform of both sides of the given equation, we get LfyðtÞg þ Lfyðt1Þg t 0: Solution. Taking Laplace transform of both sides, we have Lfy0 ðtÞgLfyðt1Þg EXAMPLE 7.36 Solve the difference equation t yðtÞ ¼ 0; ¼ Lfe g: t ¼ es LfyðtÞg: Therefore, fes þ sgLfyðsÞg ¼ 1 s2 Applications of Laplace Transform n 7.21 But or 1 1 LfyðtÞg ¼ 2 s ¼ s s ðe þ sÞ s3 1 þ es 1 es e2s e3s þ 2 3 þ ... ¼ 3 1 s s s s s 2s 3s 1 e e e ¼ 3 4 þ 5 6 þ ... s s s s 1 ns X e ¼ : nþ3 s n¼0 But ( ns ðtnÞnþ2 e 1 ¼ ðnþ2Þ ! for t n L snþ3 0 otherwise : Therefore, if [t] denotes the greatest integer less than or equal to t, then ½t X ðt nÞnþ2 yðtÞ ¼ : ðn þ 2Þ ! n¼0 L 1 en s snþ4 ¼ ðt nÞ2nþ3 : ð2n þ 3Þ ! Hence yðtÞ ¼2 ½t X ðt nÞ2nþ3 n¼0 7.4 ð2n þ 3Þ ! : INTEGRAL EQUATIONS Equations of the form Zb f ðtÞ ¼ gðtÞ þ Kðt; uÞ f ðuÞ du a and Zb gðtÞ ¼ Kðt; uÞ f ðuÞ du; a where the function f (t) to be determined appears under the integral sign are called integral equations. EXAMPLE 7.38 In an integral equation, K(t, u) is called the Solve the differential-difference equation kernel. If a and b are constants, the equation is y00 ðtÞyðt1Þ ¼ f ðtÞ; yðtÞ ¼ 0; y0 ðtÞ ¼ 0 for t 0; called a Fredholm integral equation. If a is a constant and b = t, then the equation is called a Volterra 0 for t 0 integral equation. f ðtÞ ¼ 2t for t > 0: If the kernel K(t, u) is of the form K(t u), then Rt the integral Kðt uÞ f ðuÞ du represents convoluSolution. Taking Laplace transform of both sides, we 0 tion. Thus, we have get Zt Lfy00 ðtÞg Lfyðt 1Þg ¼ Lf f ðtÞg f ðtÞ ¼ gðtÞ þ Kðt uÞf ðuÞdu ¼ gðtÞ þ KðtÞ f ðtÞ: or 2 2 s 0 s LfyðtÞgsyð0Þyð0Þ e LfyðtÞg ¼ 2 s Such equations are called convolution-type integral or 2 equations. Taking Laplace transform of convolu2 s ðs e ÞLfyðtÞg ¼ 2 s tion-type integral equation, we have or Lf f ðtÞg ¼ LfgðtÞg þ LfKðtÞ f ðtÞg 2 2 ¼ LfgðtÞg þ LfKðtÞg Lf f ðtÞg; ¼ LfyðtÞg ¼ 2 2 s s ðs es Þ s4 1 es2 by using Convolution theorem. Hence 2 es e2s e3s ð1 LfKðtÞg Lf f ðtÞgÞ ¼ LfgðtÞg; ¼ 4 1 þ 2 þ 4 þ 6 þ ... s s s s which implies 1 es e2s e3s ¼ 2 4 þ 6 þ 8 þ 10 þ . . . LfgðtÞg s s s s : Lf f ðtÞg ¼ 1 LfKðtÞg 1 n s X e : ¼2 Taking inverse Laplace transform yields the solu2nþ4 s n¼0 tion f (t). 7.22 n Engineering Mathematics-II Solution. The given equation in convolution form is EXAMPLE 7.39 Solve the integral equation Zt t f ðtÞ ¼ e þ sinðt uÞf ðuÞ du: f ðtÞ f ðtÞ ¼ 16 sin 4 t: Taking Laplace transform, we get Lf f ðtÞ f ðtÞg ¼ 16 Lfsin 4tg 0 Solution. Taking Laplace transform of both sides of the given equation, we get Lf f ðtÞg ¼ Lfet g þ Lfsin tg Lf f ðtÞg; or Lf f ðtÞgLf f ðtÞg ¼ 16 Lfsin 4tg ðusing convolution theoremÞ: or which yields Lfet g s2 þ 1 : Lf f ðtÞg ¼ ¼ 2 1 Lfsin tg s ðs þ 1Þ Using partial fractions, we obtain 2 1 1 Lf f ðtÞg ¼ þ 2 : sþ1 s s Taking inverse Laplace transform yields ½Lf f ðtÞg2 ¼ 16ð4Þ 64 ¼ 2 : 2 s þ 16 s þ 16 or 8 Lf f ðtÞg ¼ pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi : 2 s þ 16 Taking inverse Laplace transform yields 8 J0 ð4tÞ; f ðtÞ ¼ f ðtÞ ¼ 2et þ t 1: where J0 is Bessel?s function of order zero. EXAMPLE 7.40 Solve the integral equation Zt f ðtÞ ¼ 1 þ sinðt uÞ f ðuÞ du: EXAMPLE 7.42 Solve the integral equation Zt gðxÞ ¼ f ðxÞ etu f ðuÞ du: 0 Solution. We have f ðtÞ ¼ 1 þ sin t 0 f ðtÞ: Solution. The given equation, in convolution form, is gðtÞ ¼ f ðtÞ et Taking Laplace transform yields Lf f ðtÞg ¼ Lf1g þ Lf f ðtÞgLfsin tg Taking Laplace transform of both sides, we get or Lf1g 1 Lf f ðtÞg ¼ ¼ 1 Lfsin tg s 1 1 s2 þ1 s2 þ 1 1 1 ¼ þ 3: s3 s s Taking inverse Laplace transform, we get t2 f ðtÞ ¼ 1 þ : 2 ¼ LfgðtÞg ¼ Lf f ðtÞg Lfet g Lf f ðtÞg or LfgðtÞg ðs 1Þ LfgðtÞg ¼ 1 Lfet g ðs 2Þ LfgðtÞg ¼ LfgðtÞg þ s2 ¼ LfgðtÞg þ LfgðtÞ Lfe2t gg: Lf f ðtÞg ¼ Taking inverse Laplace transform yields EXAMPLE 7.41 Solve Zt f ðuÞ f ðt uÞ du ¼ 16 sin 4t: 0 f ðtÞ: f ðtÞ ¼ gðtÞ þ gðtÞ e2t Zt ¼ gðtÞ þ gðuÞ e2ðtuÞ du: 0 Applications of Laplace Transform Definition 7.1. The convolution-type integral equation of the form Zt f ðuÞ du ¼ gðtÞ; 0 < n < 1 ðt uÞn 0 is called Abel?s integral equation. We consider below examples of this type of integral equations. EXAMPLE 7.43 Solve the integral equation Zt 1 2 1 þ 2t t ¼ f ðuÞ pffiffiffiffiffiffiffiffiffiffi du: tu n 7.23 Solution. Proceeding as in Example 7.43 above, we have 1 1 1 2 Lf f ðtÞg ¼ pffiffiffi 1=2 þ 3=2 þ 5=2 ; s s s which on inversion yields 1 8 f ðtÞ ¼ ½t1=2 þ 2t1=2 þ t3=2 : 3 EXAMPLE 7.45 (Tautochrone Curve) A particle (bead) of mass m is to slide down a frictionless curve such that the duration T0 of descent due to gravity is independent of the starting point. Find the shape of such curve (known as Tautochrone curve). 0 Solution. The given equation is a special case of Abel?s integral equation. The convolution form of this equation is 1 1 þ 2t t2 ¼ f ðtÞ pffi : t Solution. Velocity of the bead at the starting point is zero since it starts from rest at that point, say P with co-ordinates (x, y). Let Q = (x, u) be some intermediate point during the motion. Let the origin O be the lowest point of the curve (Figure 7.12). Let the length of the arc OQ be s. Taking Laplace transform yields 1 Lf f ðtÞg L pffi t or y ¼ Lf1g þ 2Lftg Lft g 2 P(x, y) rffiffiffi 1 2 2 ¼ þ 2 3 Lf f ðtÞg s s s s y or Q(x, u ) u 1 1 2 2 Lf f ðtÞg ¼ pffiffiffi 1=2 þ 3=2 5=2 : s s s 0 Figure 7.12 Taking inverse transform, we get 1 t1=2 2t1=2 2t3=2 þ f ðtÞ ¼ pffiffiffi ð1=2Þ ð3=2Þ ð5=2Þ 1 t1=2 2t1=2 2t3=2 pffiffiffi pffiffiffi ¼ pffiffiffi pffiffiffi þ ð1=2Þ ð3=2Þð1=2Þ 1 ¼ ½t1=2 þ 4t1=2 8t3=2 : EXAMPLE 7.44 Solve the integral equation Zt 1 f ðuÞ pffiffiffiffiffiffiffiffiffiffi ¼ 1 þ t þ t2 : tu 0 x By law of conservation of energy, potential energy at P + kinetic energy at P = potential energy at Q + Kinetic energy at Q, that is, 2 1 ds ; mgy þ 0 ¼ mgu þ m 2 dt where ds dt is the instantaneous velocity of the particle at Q. Thus 2 ds ¼ 2gðy uÞ dt and so pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi ds ¼ 2gðy uÞ; dt 7.24 n Engineering Mathematics-II negative sign since s decreases with time. The total time T0 taken by the particle to go from P to Q is ZT0 T0 ¼ Z0 dt ¼ y 0 If ds du ds pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi ¼ 2gðy uÞ Zy 0 ds pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi: 2gðy uÞ = f (u), then ds = f (u) du and so Zy 1 f ðuÞ T0 ¼ pffiffiffiffiffi pffiffiffiffiffiffiffiffiffiffiffi du yu 2g 0 The convolution form of this integral equation is 1 1 T0 ¼ pffiffiffiffiffi f ðyÞ pffiffiffi : y 2g Taking Laplace transform of both sides and using Convolution theorem, we have 1 1 LfT0 g ¼ pffiffiffiffiffi Lf f ðyÞg L pffiffiffi y 2g or pffiffiffiffiffiffiffiffiffiffiffi pffiffiffiffiffi 2g= 2g T0 =s C0 Lf f ðyÞg ¼ pffiffiffiffiffiffiffiffi ¼ 1=2 T0 ¼ 1=2 ; s s T =s where C0 is a constant. Inverse Laplace transform then yields C f ðyÞ ¼ pffiffiffi : y Since f(y) = ds dy ¼ rffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi ffi 2 1 þ dx dy , we get 2 dx C2 1þ ¼ y dy or 2 dx C2 C2 y 1¼ ¼ y dy y or sffiffiffiffiffiffiffiffiffiffiffiffiffiffi dx C2 y ¼ dy y or ffi Z sffiffiffiffiffiffiffiffiffiffiffiffiffi C2 y x¼ dy: y Putting y = C2 sin2 h2, we get C2 C2 x¼ ðh þ sin hÞ; y ¼ ð1 cos hÞ; 2 2 which are the parametric equations of a cycloid. 7.5 INTEGRO-DIFFERENTIAL EQUATIONS An integral equation in which various derivatives of the unknown function f(t) are also present is called an integro-differential equation. These types of equations can also be solved by the method of Laplace transform. EXAMPLE 7.46 Solve the following integro-differential equation: Zt 0 y ðtÞ ¼ yðuÞ cosðt uÞ du; yð0Þ ¼ 1: 0 Solution. We write the given equation in convolution form as y0 ðtÞ ¼ yðtÞ cos t: Taking Laplace transform and using Convolution theorem yields Lfy0 ðtÞg ¼ LfyðtÞg Lfcos tg or sLfyðtÞg yð0Þ ¼ LfyðtÞg or s s 2 LfyðtÞg ¼ 1; s þ1 or LfyðtÞg ¼ s2 s þ1 since yð0Þ ¼ 1 s2 þ 1 1 1 ¼ þ 3: s3 s s Taking inverse Laplace transform, we get 1 yðtÞ ¼ 1 þ t2 : 2 EXAMPLE 7.47 Solve Zt y0 ðtÞ þ 5 yðuÞ cos 2ðt uÞ dy ¼ 10; yð0Þ ¼ 2: 0 Solution. Convolution form of the equation is y0 ðtÞ þ 5 cos t yðtÞ ¼ 10: Taking Laplace transform and using Convolution theorem, we have 5sLfyðtÞg 10 ¼ sLfyðtÞg yð0Þ þ 2 s þ4 s Applications of Laplace Transform 7.25 (b) Integrating by parts, we get or 2s3 þ 10s2 þ 8s þ 40 s2 ðs2 þ 9Þ 1 8 40 10s 50 þ ¼ þ þ : 9 s s2 s2 þ 9 s2 þ 9 LfyðtÞg ¼ Hence yðtÞ ¼ 7.6 n 1 50 8 þ 40t þ 10 cos t þ sin 3t : 9 3 SOLUTION OF PARTIAL DIFFERENTIAL EQUATION @u L @t Z1 ¼ est 0 ZT @uðx; tÞ dt @t @uðx; tÞ dt @t 9 80 " #T ZT = < ¼ lim est uðx; tÞ þ s est uðx; tÞdt T!0: ; ¼ lim T!0 est 0 ZT 0 ¼s est uðx; tÞdt uðx; 0Þ Consider the function u = u(x, t), where t 0 is a 0 time variable. Suppose that u(x, y), when regarded ¼ sUðx; sÞ uðx; 0Þ: as a function of t, satisfies the sufficient conditions @u for the existence of its Laplace transform. ðcÞ Taking V ¼ ; we have byðaÞ; @x Denoting the Laplace transform of u(x, t) with respect to t by U(x, s), we see that @2u @V d Z1 ¼L L ¼ ðVðx; sÞÞ 2 @x @x dx est uðx; tÞ dt: Uðx; sÞ ¼ Lfuðx; tÞg ¼ d d d2 0 ðU ðx; sÞÞ ¼ 2 ðUðx; sÞÞ: ¼ dx dx dx The variable x is the untransformed variable. For @u (d) Let v = @t . Then example, @2u @v aðxtÞ ax at ax 1 ¼L ¼ sVðx; sÞ vðx; 0Þ L g ¼ e L fe g ¼ e : Lfe 2 @t @t sþa @u ¼ s½sUðx; sÞ uðx; 0Þ ðx; 0Þ Theorem 7.2. Let u(x, t) be defined for t 0. Then @t @u d @u (a) L ¼ ðUðx; sÞÞ ¼ s2 Uðx; sÞ uðx; 0Þ ðx; 0Þ: @x dx @t Theorem 7.2 suggest that if we apply Laplace trans@u ¼ s Uðx; sÞ uðx; 0Þ (b) L form to both sides of the given partial differential @t equation, we shall get an ordinary differential equa@2u d2 tion in U as a function of single variable x. This (c) L ¼ 2 ðUðx; sÞÞ dx @x2 ordinary differential equation is then solved by the 2 usual methods. @ u @u ¼ s2 Uðx; sÞ s uðx; 0Þ ðx; 0Þ: (d) L 2 @t @t EXAMPLE 7.48 Proof: (a) We have, by Leibnitz?s rule for differ- Solve entiating under the integration, @u @u Z1 Z1 ¼ ; uðx; 0Þ ¼ x; uð0; tÞ ¼ t; @u @u d @x @t est est uðx; tÞ dt ¼ dt ¼ L @x @x dx Solution. Taking Laplace transform, we get 0 0 d @u @u ¼ ðUðx; sÞÞ: ¼L : L dx @x @t 7.26 n Engineering Mathematics-II Using Theorem 7.2, we get d ½U ðx; sÞ ¼ s U ðx; sÞ uðx; 0Þ ¼ s U ðx; sÞ x: dx Solution. Taking Laplace transform with respect to t, we get @u @u þL x @t @x L Thus, we have first order differential equation d ½Uðx; sÞ s Uðx; sÞ ¼ x dx The integrating factor is R e s dx ¼ esx : Therefore, U ðx; sÞ esx ¼ Z sUðx; sÞ uðx; 0Þ þ x d x Uðx; sÞ ¼ : dx s d s 1 Uðx; sÞ þ Uðx; sÞ ¼ : dx x s xesx dx esx esx dx þ C s s x esx esx þ 2 þC ¼ s s (constant of integration): ¼ x This yields x 1 Uðx; sÞ ¼ þ 2 þ C esx : ð12Þ s s Now the boundary condition u(0, t) is a function of t. Taking Laplace transform of this function, we have 1 Uð0; sÞ ¼ Lfuð0; tÞg ¼ Lftg ¼ 2 : s ð13Þ The integrating factor is Rs dx e x ¼ es log x ¼ xs : Therefore solution of (13) is Z 1 1 xsþ1 xsþ1 Uðx; sÞxs ¼ þC ¼ þC xs dxþC ¼ sðsþ1Þ s s sþ1 and so U(x, s) = x + C (constant of integration). (14) sðsþ1Þ Now since U(0, t) = 0, its Laplace transform is 0, that is, U(0, s) = 0. Therefore, (14) implies C = 0. Hence x 1 1 ¼x : Uðx; sÞ ¼ sðs þ 1Þ s sþ1 Taking inverse Laplace transform, we get the solution as uðx; tÞ ¼ xð1 et Þ: Then taking x = 0 in (12), we have 1 1 ¼ 2þC 2 s s and so C = 0. Thus, we have x 1 Uðx; sÞ ¼ þ 2 : s s Taking inverse Laplace transform, we have uðx; tÞ ¼ x þ t: EXAMPLE 7.50 Solve @u @ 2 u ; ¼ @t @x2 under the conditions x > 0; t>0 uðx; 0Þ ¼ 1; uð0; tÞ ¼ 0 and lim uðx; tÞ ¼ 1: EXAMPLE 7.49 Solve the partial differential equation x > 0; which yields Since u(x, 0) = 0, this reduces to Z @u @u þx ¼ x; @t @x ¼ Lfxg t>0 with the initial and boundary conditions u(x, 0) = 0, x > 0 and u(0, t) = 0 for t > 0. x!1 Solution. The given equation is heat conduction equation in a solid, where u(x, t) is the temperature at position x at any time t and diffusivity is 1. The boundary condition u(0, t) = 0 indicates that temperature at x = 0 is 0 and lim uðx; tÞ ¼ 1 indicates x!1 that the temperature for large values of x is 1 whereas Applications of Laplace Transform u(x, 0) = 1 represents the initial temperature 1 in the semi-infinite medium (x > 0) (Figure 7.13). n 7.27 subject to the conditions uðx; 0Þ ¼ 0; x > 0; uð0; tÞ ¼ t; t > 0 and lim uðx; tÞ ¼ 0: x!1 Solution. Taking Laplace transform, we have 0 The solution of this equation is pffi pffi U ðx; sÞ ¼ c1 e s x þ c2 e s x Figure 7.13 Taking Laplace transform, yields d2 sUðx; sÞ uðx; 0Þ ¼ 2 Uðx; sÞ: dx Since u(x, 0) = 1, we have d2 Uðx; sÞ s Uðx; sÞ ¼ 1: dx2 The general solution of this equation is Uðx; sÞ ¼ C:F: þ P:I: pffi pffi 1 ¼ ½c1 e s x þ c2 e sx þ : s The conditions u(0, t) = 0 yields U ð0; sÞ ¼ Lfuð0; tÞg ¼ 0; x!1 lim Uðx; sÞ ¼ lim Lfuðx; tÞg x!1 x!1 Therefore, c1 = 0 and (18) reduces to pffi Uðx; sÞ ¼ c2 e s x : ð19Þ Also, since u(0, t) = t, we have ð15Þ ¼ Uð0; sÞ ð16Þ lim Uðx; sÞ ¼ lim Lfuðx; tÞg ¼ Lf lim uðx; tÞg x!1 1 ð17Þ ¼ Lf1g ¼ : s Now (15) and (17) imply c1 = 0. Then (16) implies c2 = 1s . Hence pffi 1 e sx : Uðx; sÞ ¼ s s Taking inverse Laplace we get ( ptransform, ffi ) sx e uðx; tÞ ¼ 1 L1 s x x ¼ erf pffi : ¼ 1 1 erf pffi 2 t 2 t EXAMPLE 7.51 Solve x!1 ¼ Lf lim uðx; tÞg ¼ Lf0g ¼ 0ðfiniteÞ: x!1 x!1 ð18Þ Since lim u(x, t) = 0, we have whereas lim u(x, t) = 1 yields x!1 d2 Uðx; sÞ s Uðx; sÞ ¼ 0: dx2 x x 1 : s2 Hence, (19) yields c2 = s12 . Thus Uðx; sÞ pffi Since L1 {e s x } = theorem, we have uðx; tÞ ¼ 1 pffis x e : s2 x2 pxffiffiffiffiffi e 4t , by Convolution 2 t3 ¼ Zt x x2 ðt uÞ pffiffiffiffiffiffiffiffi e 4u du: 2 u3 0 Putting l = 2 x 4u, uðx; tÞ we get 2 ¼ pffiffiffi Z1 x2 l2 e t 2 dl: 4l pffi x=2 t EXAMPLE 7.52 Solve @u @2u ¼2 2 @t @x @u @ 2 u ¼ ; x > 0; t > 0 @t @x2 subject to the conditions u(0, t) = 0, u(5, t) = 0, u(x, 0) = sin x. 7.28 n Engineering Mathematics-II Solution. Taking Laplace transform and using u(x, 0) = sin x, we get d2 s 1 Uðx; sÞ Uðx; sÞ ¼ sin x: dx2 2 2 Complementary function for this equation is ffi pffiffiffi pffis s c1 e 2 x þ c2 e 2 x and particular integral is 1 2ð2 þðs=2ÞÞ sin x. Thus the complete solution is pffis pffis 1 sinx: Uðx;sÞ ¼ c1 e 2 x þ c2 e 2 x þ 2ð2 þ ðs=2ÞÞ ð20Þ Since u(0, t) = 0, we have U(0, t) = 0 and since u(5, t) = 0, U(5, t) = 0. Therefore, (20) gives pffiffiffiffiffi pffi 5 s=2 c1 þ c2 ¼ 0 and c1 e þ c2 e5ð s=2Þ ¼ 0: These relations imply c1 = c2 = 0. Hence 1 1 sin x ¼ sin x: Uðx; sÞ ¼ 2 2ð þ s=2Þ s þ 22 Taking inverse Laplace transform, we get 2 Uðx; tÞ ¼ e2 t sin s: EXAMPLE 7.53 Solve one-dimensional wave equation 2 @2u 2@ y ¼ a ; x > 0; t>0 @t2 @x2 subject to the condition y(x, 0) = 0, x > 0; yt(x, 0) = 0, x > 0, y(0, t) = sin vt and lim y(x, t) = 0. x!1 Solution. The displacement is only in the vertical direction and is given by y(x, t) at position x and time qffiffiffi t. For a vibrating string, the constant a equals T , where T is tension in the string and is mass per unit length of the vibrating string (Figure 7.14). Taking Laplace transform, we get d2 s2 Yðx; sÞ syðx; 0Þ yt ðx; 0Þ a2 dx 2 Yðx; sÞ ¼ 0 or d2 s2 Yðx; sÞ ds2 a2 ¼0 ð21Þ The general solution of (21) is Yðx; sÞ ¼ c1 ea x þ c2 e a x s s ð22Þ The condition lim y(x, t) implies c1 = 0. x!1 Since y(0, t) = sin vt, we have v : Yð0; sÞ ¼ fyð0;tÞg ¼ 2 s þ v2 v Therefore, (22) implies c2 ¼ s2 þv 2 and so ¼ Yðx; sÞ v s e a x : s2 þ v2 Taking inverse Laplace transform, we have ( sin v t ax for t > ax yðx; tÞ ¼ 0 for t < ax : x x ¼ sin v t H t : a a EXAMPLE 7.54 Solve @2y @2y ¼ ; @t2 @x2 for 0 <x< 1; t> 0 subject to y(x, 0) = 0, 0 < x < 1 ; y(0, t) = 0, t > 0, y(1, t) = 0, t > 0 and yt(x, 0) = x, 0 < x < 1. Solution. Taking Laplace transform and using y(x, 0) = 0 and yt(x, 0) = x, we get d 2 Yðx; sÞ s2 Yðx; sÞ ¼ x; dt2 whose solution is given by y Yðx; sÞ ¼ c1 cosh sx þ c2 sinh sx y(x , t) x 0 Figure 7.14 x : s2 Now y(0, t) = 0 implies that Y(0, s) = 0 and so c1 = 0. Similarly, y(1, t) = 0 implies Y(1, s) = 0 and so 1 c2 sinh s s12 ¼ 0: Thus c2 ¼ s2 sinh x : Hence Yðx; sÞ ¼ s2 1 x : sinh sx 2 : sinh x s Applications of Laplace Transform This function has simple poles at ni, n = ±1, ±2, . . ., and a pole of order 2 at s = 0. Now sinh sx ResðniÞ ¼ lim ðs niÞets : 2 s!n i s sinh s ðs n iÞ sinh sx ¼ lim lim ets s!n i sinh s s!n i s2 n i t 1 e sinh nix ¼ : cosh n i n2 2 nþ1 ð1Þ ¼ en i t sin nx; n2 2 Resð0Þ ¼ xt: Hence, by Complex inversion formula, 1 X ð1Þnþ1 n i t e sin nx xt yðx; tÞ ¼ xt þ n2 2 n¼1 ¼ 7.7 1 2X ð1Þnþ1 sin nx sin nt: 2 n¼1 n2 Setting s = 1, we get Z1 sin t et dt ¼ tan1 1 ¼ : t 4 0 Further, letting s ! 0 in (23), we get Z1 sin t dt ¼ tan1 1 ¼ : t 2 0 EXAMPLE 7.56 Evaluate the integral Z1 sin tx dx: xð1 þ x2 Þ 0 Solution. Let R1 sin tx f ðtÞ ¼ xð1þx 2 Þ dx: 0 0 Laplace transforms can be used to evaluate certain integrals. In some cases the given integral is a special case of a Laplace transform for a particular value of the transform variable s. To evaluate an integral containing a free parameter, we first take Laplace transform of the integrand with respect to the free parameter. The resulting integral is then easily evaluated. Then we apply inverse Laplace transform to get the value of the given integral. In some cases, Theorem 5.9, regarding Laplace transform is used to evaluate the given integral. t 0 ¼ dx xð1 þ 0 x2 Þ ðs2 þ x2 Þ 1 1 dx 1 þ x2 s2 þ x2 0 1 1 s1 ¼ 2 ¼ 2 s 1 2 2s 2s 1 s 1 1 1 ¼ : ¼ 2 sðs þ 1Þ 2 s sþ1 1 ¼ 2 s 1 Z1 f ðtÞ ¼ 2 ð1 et Þ: EXAMPLE 7.57 Evaluate 0 dt ¼ 0 Z1 Taking inverse Laplace transforms, we get EXAMPLE 7.55 Evaluate the integral Z1 sin t et dt; I¼ t and show that 7.29 Taking Laplace transform with respect to t, we have Z1 Z1 1 dx est sin tx dx FðsÞ ¼ xð1 þ x2 Þ EVALUATION OF INTEGRALS R1 sin t n Z1 2: sin2 tx dx: x2 0 Solution. We know that Z1 sin t sin 1 ¼ dt ¼ tan1 : est L t t s 0 ð23Þ Solution. We have Z1 2 Z1 sin tx 1 cosð2txÞ f ðtÞ ¼ dx ¼ dx: x2 2x2 0 0 7.30 n Engineering Mathematics-II Taking Laplace transform with respect to t, we have FðsÞ ¼ 1 2 Z1 0 ¼ 1 s Z1 Z1 1 1 s 2 dx dx ¼ x2 s 4x2 þ s2 s 4x2 þ s2 dy 1 h 1 yi1 ¼ tan ¼ y2 þ s 2 s2 s 0 0 : 2s2 0 Thus, taking inverse Laplace transformation, we get t t f ðtÞ ¼ ¼ sgn t: 2 2 EXAMPLE 7.58 Evaluate Taking 2m 1 = 12 and 2n 1 = 12 , we get m = 34 and n = 14. Hence using the relation G( p) G(1 p) = sin p, 0 < p < 1, we have pffiffiffi 1 ð3=4Þð1=4Þ 1 pffiffiffi 2 ¼ pffiffi 2 ¼ pffiffi : Lf f ðtÞg ¼ pffiffi 4 s ð1Þ 4 s 4 s Taking inverse Laplace transform yields pffiffiffi pffiffiffiffiffiffi 2 1=2 2 t1=2 pffiffiffi ¼ t : f ðtÞ ¼ 4 4 Putting t = 1, we get rffiffiffi Z1 1 sin x2 dx ¼ 2 2 0 and so Z1 Z1 sin x2 dx: 1 1 Solution. Let R1 f ðtÞ ¼ sin t x2 dx EXAMPLE 7.59 Evaluate the integral 0 Taking Laplace transform, we get Z1 Z1 st Lf f ðtÞg ¼ e dt sin t x2 dx 0 Z1 Z1 ¼ dx 0 Z1 0 est sin tx2 dt 0 2 Z=2 0 1 ¼ pffiffi 2 s s3=2 tanhðtanhÞ1=2 sec2 hdh s2 ð1þtan2 hÞ Z=2 pffiffiffiffiffiffiffiffiffiffi Z=2 1 tanh dh¼ pffiffi sin1=2 hcos1=2 dh: 2 s 0 0 But we know that Z=2 1 ðmÞðnÞ sin2m1 hcos2n1 hdh ¼ bðm;nÞ ¼ : 2 2ðmþnÞ 0 cos tx dx; x2 þ 1 Solution. Let Z1 f ðtÞ ¼ Z1 x2 dx: s2 þ x4 0 0 pffiffipffiffiffiffiffiffiffiffiffiffiffiffi Put x2 = s tan h, that is, x = s tan h: Then pffiffi 1 dx ¼ s: ðtan hÞ1=2 sec2 h dh: 2 Therefore, 1 Lff ðtÞg¼ 2 Z1 t> 0: 0 Lfsin tx g dx ¼ ¼ rffiffiffi : sin x dx ¼ 2 2 cos tx dx: x2 þ 1 0 Taking Laplace with 8 transform 9 respect to t, we get <Z1 cos tx = Z1 cos tx Lf f ðtÞg ¼ L dx ¼ dx L 2 : x2 þ 1 ; x þ1 Z1 ¼ 0 ðx2 0 Z1 ¼s 0 s dx þ 1Þ ðs2 þ x2 Þ dx ðx2 þ 1Þ ðs2 þ x2 Þ 0 1 1 dx x2 þ 1 s2 þ x2 0 s h 1 xi1 ¼ 2 tan x tan1 s 1 s 0 s =2 ¼ 2 : ¼ s 1 2 2s sþ1 s ¼ 2 s 1 Z1 Applications of Laplace Transform Now, taking inverse Laplace transform, we have f ðtÞ ¼ et ; t> 0: 2 EXAMPLE 7.60 Evaluate EXAMPLE 7.62 Evaluate Z1 pffiffiffi pffiffiffiffiffiffiffiffiffiffiffiffiffiffi erf u erf ðt uÞ du: Solution. Let where J0 is Bessel?s function of order zero. Solution. We know that 1 LfJ0 ðtÞg ¼ pffiffiffiffiffiffiffiffiffiffiffiffi : 2 s þ1 Therefore, d d 1 pffiffiffiffiffiffiffiffiffiffiffiffi fLfJ0 ðtÞgg ¼ ds ds s2 þ 1 2s ¼ : ðs2 þ 1Þ3=2 LftJ0 ðtÞg ¼ But, by definition Z1 LftJ0 ðtÞg ¼ est t J0 ðtÞ dt: est t J0 ðtÞ dt ¼ 0 2s ðs2 þ 1Þ3=2 : Taking s = 0, we get Z1 t J0 ðtÞ dt ¼ 0: pffiffiffiffiffiffiffiffiffiffi pffiffiffi u erf t u du: Then, by Convolution theorem, we have pffi pffi FðtÞ ¼ Lferf tgLferf tg 1 1 1 ¼ pffiffiffiffiffiffiffiffiffiffiffi : pffiffiffiffiffiffiffiffiffiffiffi ¼ 2 ðs þ 1Þ s s sþ1 s sþ1 1 1 1 ¼ þ 2þ : s s sþ1 Taking inverse transform, we get f ðtÞ ¼ 1þtþet : MISCELLANEOUS EXAMPLES EXAMPLE 7.63 Solve the differential equation, using Laplace transform y00 þ 4y0 þ 4y ¼ et given that yð0Þ = 0 and y0 ð0Þ ¼ 0. Solution. Taking Laplace transform, we have Lfy00 ðtÞg þ 4Lfy0 ðtÞg þ 4LfyðtÞg ¼ Lfet g or s2 Y ðsÞ syð0Þ y0 ð0Þ þ 4fsY ðsÞ yð0Þg þ 4Y ðsÞ 0 EXAMPLE 7.61 Evaluate erf 0 7.8 0 Zt f ðtÞ ¼ 0 Z1 7.31 0 t J0 ðtÞ dt; Hence Zt n 1 : sþ1 Using the initial conditions, we have ¼ Z1 pffi e2t erf tdt: s2 Y ðsÞ þ 4sY ðsÞ þ 4Y ðsÞ ¼ 0 Solution. We have pffi Lferf tg ¼ or Z1 0 pffi 1 est erf tdt ¼ pffiffiffiffiffiffiffiffiffiffiffi : s sþ1 Taking s = 2, we get Z1 pffi 1 e2t erf tdt ¼ pffiffiffi : 2 3 0 1 sþ1 1 1 ¼ þ 4s þ 4Þ ðs þ 1Þðs þ 2Þ2 ðs þ 1 1 1 ¼ : s þ 1 s þ 2 ðs þ 2Þ2 Y ðsÞ ¼ 1Þðs2 Taking inverse Laplace transform, we get yðtÞ ¼ et e2t te2t : 7.32 n Engineering Mathematics-II EXAMPLE 7.64 Using Laplace transform, solve ðD2 þ 5D 6Þy ¼ x2 ex ; yð0Þ ¼ a; y0 ð0Þ ¼ b: Using initial conditions xð0Þ ¼ x0 ð0Þ ¼ 0, we get s2 4 X ðsÞðs2 þ 1Þ ¼ ðs2 þ 4Þ2 Solution. Applying Laplace transform to the given equation, we get s2 Lfyg syð0Þ yð0Þ þ 5½sLfyg yð0Þ 6Lfyg or ¼ ð1Þ4 2 ! ðs þ 1Þ 3 ¼ ðs2 1Þðs2 þ 4Þ2 5 3 5 þ : ¼ 9ðs2 þ 4Þ 3ðs2 þ 4Þ2 9ðs2 þ 1Þ 2 ðs þ 1Þ3 or s2 Lfyg as b þ 5½sLfyg a 6Lfyg ¼ 2 ðs þ 1Þ3 or Lfyg½s2 þ 5s 6 ¼ 2 ðs þ 1Þ þ as þ b þ 5a 3 or as þ 5a þ b 2 þ s2 þ 5s 6 ðS þ 1Þ3 ðs2 þ 5s 6Þ 1 1 3 1 19 1 ¼ 3 2 5 ðs þ 1Þ 50 ðs þ 1Þ 500 ðs þ 1Þ 1 1 2 1 þ þ 28 ðs 1Þ 875 ðs þ 6Þ (by partial fractions). Lfyg ¼ Taking inverse Laplace transform, we have a b 6x 6a þ b x 1 yðxÞ ¼ e þ e x2 ex 7 7 50 19 x 1 x 2 6x e þ e þ e : 500 28 875 s2 4 X ðsÞ ¼ Taking inverse Laplace transform, we have 5 sin 2t 8 5 þ ½sin 2t 2t cos 2t sin t: xðtÞ ¼ 9 2 3 9 EXAMPLE 7.66 Solve the differential equation d2y dy 2 þ y ¼ e2x ; yð0Þ ¼ 2; y0 ð0Þ ¼ 1 2 dx dx by using Laplace transforms. Solution. Taking Laplace transform, we have s2 Y ðsÞ syð0Þ y0 ð0Þ 2fsY ðsÞ yð0Þg þ Y ðsÞ 1 : s2 Since yð0Þ ¼ 2 ; y0 ð0Þ ¼ 1, we have ¼ s2 Y ðsÞ 2s þ 1 2sY ðsÞ þ 4 þ Y ðsÞ ¼ 1 s2 or s2 Y ðsÞ 2sY ðsÞ þ Y ðsÞ ¼ 2s 5 þ 1 s2 or EXAMPLE 7.65 2 Solve the differential equation dd tx2 þ x ¼ t cos 2t 0 under the conditions: xð0Þ ¼ x ð0Þ ¼ 0. Solution. The given differential equation is d2x þ x ¼ t cos 2t; xð0Þ ¼ x0 ð0Þ ¼ 0: dt2 Taking Laplace transform of both sides of the given equation, we have Lfx00 ðtÞg þ LfxðtÞg ¼ Lft cos 2tg or s2 X ðsÞ sxð0Þ x0 ð0Þ þ X ðsÞ ¼ s2 4 ðs2 þ 4Þ2 : ðs2 2s þ 1ÞY ðsÞ ¼ 2s2 7s þ 11 s2 or Y ðsÞ ¼ 2s2 9s þ 11 ðs 2Þðs 1Þ2 1 1 4 þ ¼ : s 2 s 1 ðs 1Þ2 Taking inverse Laplace transform, we get ( ) 1 2x x 1 yðxÞ ¼ e þ e 4 L ðs 1Þ2 ¼ e2x þ ex 4ex ðxÞ ¼ ex ð1 4xÞ þ e2x : Applications of Laplace Transform EXAMPLE 7.67 Solve the following differential equation using Laplace transforms: d3y d2y dy 3 2 þ 3 y ¼ t2 et where 3 dt dt dt 2 dy d y yð0Þ ¼ 1; ¼ 0; ¼ 2: dt t¼0 dt2 t¼0 EXAMPLE 7.68 Solve the following simultaneous differential equations: dy dx (a) 3 dx dt y ¼ 2t ; dt þ dt y ¼ 0 with the condition xð0Þ ¼ yð0Þ ¼ 0: dy dx t with the (b) dx dt þ 4 dt y ¼ 0 ; dt þ 2y ¼ e condition xð0Þ ¼ yð0Þ ¼ 0: 3x0 y ¼ 2t x0 þ y 0 y ¼ 0 with conditions yð0Þ ¼ 1 ; y0 ð0Þ ¼ 0 ; y00 ð0Þ ¼ 2: Taking Laplace transform, we get s3 Y ðsÞ s2 yð0Þ sy0 ð0Þ y00 ð0Þ 3½s2 yðsÞ syð0Þ y0 ð0Þ þ 3½sY ðsÞ yð0Þ Y ðsÞ 2 ¼ : ðs 1Þ3 Using the given initial conditions, we have s3 Y ðsÞ s2 þ 2 3½s2 Y ðsÞ s þ 3½sY ðSÞ 1 2 Y ðsÞ ¼ ðs 1Þ3 or with xð0Þ ¼ yð0Þ ¼ 0.Taking Laplace transforms, we get 2 3fsX ðsÞ xð0Þg Y ðsÞ ¼ 2 s and sX ðsÞ xð0Þ þ sY ðsÞ yð0Þ Y ðsÞ ¼ 0: Using the initial conditions, the above equations reduce to 2 3sX ðsÞ Y ðsÞ ¼ 2 s and sX ðsÞ þ sY ðsÞ yðsÞ ¼ 0 2 ðs 1Þ 3 or or 3 ðs 1Þ Y ðsÞ ¼ ¼ 2 ðs 1Þ 2 3 2 ðs 1Þ þ 6 ðs 1Þ2 ðs 1Þ 3 þ ðs 1Þ s " s ðs 1Þ3 # 1 ðs 1Þ þ 1 ¼ þ ðs 1Þ6 s 1 ðs 1Þ3 2 1 1 1 ¼ þ 6 3 s 1 ðs 1Þ ðs 1Þ ðs 1Þ3 2 2 s2 ð24Þ and Thus Y ðsÞ ¼ 3sX ðsÞ Y ðsÞ ¼ þ s2 3s þ 1 2 ðs 1Þ3 7.33 Solution. (a) The given simultaneous differential equations are Solution. The given differential equation is y000 3y00 þ 3y0 y ¼ t2 et ½s3 3s2 þ 3s 1Y ðsÞ s2 þ 3s 1 ¼ n Taking inverse Laplace transform, we get t 5 et t2 þ et tet et : y¼ 60 2 sX ðsÞ þ ðs 1ÞY ðsÞ ¼ 0 ð25Þ Multiplying the equation (25) by 3 and then subtracting (24) from it, we get 2 ð3s 2ÞY ðsÞ ¼ 2 s and so 2 1 3 3 ð26Þ Y ðsÞ ¼ 2 ¼ 2þ s ð3s 2Þ s 2s 2 s 23 (by partial fractions) Taking inverse Laplace transform, we have 3 3 2t y ¼ t þ e3 : 2 2 ð27Þ 7.34 n Engineering Mathematics-II Substituting the value of Y ðsÞ from (26) in (24), we get 2 1 3 3 3sX ðsÞ ¼ 2 þ 2 þ s s 2s 2 s 23 or 5 2 þ 7sðs þ 1Þ 7s s 34 " # 5 1 1 8 1 1 : ¼ þ 7 s sþ1 21 s 34 s X ðsÞ ¼ so that 1 1 1 þ 2 3 s 2s 2s s 23 " # 1 1 3 1 1 ¼ 3þ 2 s 2s 4 s 23 s X ðsÞ ¼ Taking inverse transform, we get 1 5 8 3t x ¼ et þ e 4 : 3 7 21 Taking inverse Laplace transform, we have t2 t 3 3 2t þ þ e3 ð28Þ 2 2 4 4 Thus (27) and (28) provides the solution to the given system. (b) Taking Laplace transform, we have x¼ sX ðsÞ xð0Þ þ 4ðsY ðsÞ yð0Þ Y ðsÞ ¼ 0 and sX ðsÞ xð0Þ þ 2Y ðsÞ ¼ 1 : sþ1 Using the given initial conditions, we get sX ðsÞ þ ð4s 1ÞY ðsÞ ¼ 0 ð29Þ SX ðsÞ þ 2Y ðsÞ ¼ 0 ð30Þ and Subtracting (30) from (29), we get 1 ð4s 3ÞY ðsÞ ¼ sþ1 x0 ðtÞ þ 2y0 ðtÞ þ 2xðtÞ þ 2yðtÞ ¼ 0; where xð0Þ ¼ 1; yð0Þ ¼ 1: Solution. We want to solve x0 ðtÞ þ y0 ðtÞ þ xðtÞ ¼ et ; x0 ðtÞ þ 2y0 ðtÞ þ 2xðtÞ þ 2yðtÞ ¼ 0; subject to the conditions xð0Þ ¼ 1 ; yð0Þ ¼ 1. Taking Laplace transform of the given equations, we have 1 sX ðsÞ xð0Þ þ sY ðsÞ yð0Þ þ X ðsÞ ¼ sþ1 and sX ðsÞ xð0Þ þ 2½sY ðsÞ yð0Þ þ 2X ðsÞ þ 2Y ðsÞ ¼ 0: or 1 ðs þ 1Þð4s 3Þ " # 1 1 1 : ¼ 7 s þ 1 s 34 EXAMPLE 7.69 Solve the simultaneous differential equations using Laplace transforms: x0 ðtÞ þ y0 ðtÞ þ xðtÞ ¼ et ; Y ðsÞ ¼ ð31Þ Taking inverse Laplace transform, we get 1 3t y ¼ ½et e 4 : 7 Putting the value of Y ðsÞ from (31) in (30), we get 5 2 sX ðsÞ ¼ þ 7ðs þ 1Þ 7 s 34 Using the given initial conditions, we get 1 sX ðsÞ þ X ðsÞ þ sY ðsÞ ¼ sþ1 and sX ðsÞ þ 1 þ 2sY ðsÞ 2 þ 2X ðsÞ þ 2Y ðsÞ ¼ 0 that is, 1 sþ1 ð32Þ ðs þ 2ÞX ðsÞ þ 2ðs þ 1ÞY ðsÞ ¼ 1 ð33Þ ðs þ 1ÞX ðsÞ þ sY ðsÞ ¼ and Multiplying (32) by 2ðs þ 1Þ and (33) by s and then subtracting, we get ½2ðs þ 1Þ2 sðs þ 2ÞX ðsÞ ¼ 2 s Applications of Laplace Transform ðs þ 2s þ 2ÞX ðsÞ ¼ ðs þ 2Þ 2 or sþ2 sþ2 ¼ þ 2s þ 2 ðs þ 1Þ2 þ 1 " # sþ1 1 ¼ þ : ðs þ 1Þ2 þ 1 ðs þ 1Þ2 þ 1 s2 ð34Þ 1 s2 ¼ 2 : ð36Þ þ1 s þ1 Multiplying (35) by s and adding to (36), we get sX ðsÞ þ s2 Y ðsÞ ¼ 1 Taking inverse Laplace transform, we get s3 X ðsÞ þ sX ðsÞ ¼ xðtÞ ¼ et cos t et sin t: Further, putting the value of X ðsÞ in (33) ,we get ðs þ 2Þðs þ 2Þ 2ðs þ 1ÞY ðsÞ ¼ 1 þ 2 s þ 2s þ 2 s2 þ 2s þ 2 þ s2 þ 4s þ 4 ¼ s2 þ 2s þ 2 2 2s þ 6s þ 6 ¼ 2 s þ 2s þ 2 or s2 þ 3s þ 3 Y ðsÞ ¼ ðs þ 1Þðs2 þ 2s þ 2Þ 1 1 ¼ þ s þ 1 s2 þ 2s þ 2 1 1 þ ¼ : s þ 1 ðs þ 1Þ2 þ 1 Taking inverse Laplace transform, we have yðtÞ ¼ e t 7.35 Using the given condition, the above equations transform to s s2 X ðsÞ sY ðsÞ ¼ 2 ð35Þ s þ1 and or X ðsÞ ¼ n t e sin t: s2 s2 s2 2s2 þ ¼ : s2 þ 1 s2 þ 1 s2 þ 1 Thus X ðsÞ ¼ 2s2 2s ¼ : ðs2 þ 1Þðs3 þ sÞ ðs2 þ 1Þ2 Taking inverse Laplace transform, we have xðtÞ ¼ t sin t: Putting the value of X ðsÞ in (35), we get 2s3 ðs2 þ 1Þ 2 sy ðsÞ ¼ s s2 þ 1 or yðsÞ ¼ s2 1 ðs2 þ 1Þ 2 ¼ s2 1 2 : 2 þ 1 ð s þ 1Þ 2 Taking inverse Laplace transform, we get yðtÞ ¼ sin t ðsin t t cos tÞ ¼ t cos t: Hence the required solution is xðtÞ ¼ t sin t and yðtÞ ¼ t cos t: EXAMPLE 7.70 Use Laplace transform method to solve the simultaneous equations: D2 x Dy ¼ cos t; Dx þ D2 y ¼ sin t; given that x ¼ 0; Dx ¼ 0; y ¼ 0 Dy ¼ 1, when t ¼ 0. EXAMPLE 7.71 Using Laplace transform, solve the integral equation Z t t yðt uÞ sin u du: yðtÞ ¼ 1 e þ Solution. Taking Laplace transforms of the given equations, we have s s2 X ðsÞ sxð0Þ x0 ð0Þ sy ðsÞ yð0Þ ¼ 2 s þ1 and Solution. Taking Laplace transform of both sides of the given integral equation, we have s X ðsÞ xð0Þ þ s2 yðsÞ syð0Þ y0 ð0Þ ¼ 1 : s2 þ 1 0 Lfyg ¼ Lf1g Lfet g þ Lfyg: Lfsin ug 1 1 1 : þ Lfyg: 2 ¼ s sþ1 s þ1 This relation yields 1 1 1 ¼ Lfyg 1 2 s þ1 s sþ1 7.36 or n Engineering Mathematics-II (i) ddt2x þ 2b dtdx2 + l2x = 0, x(0) = x0 (0) = 0. pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi Ans. x(t) = ebt ðc1 sin l2 b2 t þ pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi c2 cos l2 b2 t 2 s2 þ 1 1 1 s2 þ 1 Lfyg ¼ ¼ s2 s sþ1 s3 ðs þ 1Þ 2 2 1 1 ¼ þ s s þ 1 s2 s3 (by partial fractions). 2. Solve y0 2ty = 0, y(0) = 1 and show that its solution does not have Laplace transform. 2 Ans. y(t) = et (not of exponential order) 3. Solve ty 00 + y = 0, y(0) = 0. Hint: Proceed as in Example 7.20 1 X ð1Þn tnþ1 : Ans. C ðn þ 1Þ ! n ! n¼0 4. Given that I = Q = 0 at t = 0, find current I in the LC circuit given for t > 0 in Figure 7.15. Taking inverse Laplace transform, we get 1 yðtÞ ¼ 2 2 et t þ t2 : 2 EXERCISES 1. Solve the following initial value problems: (a) y0 (t) + 3y(t) = 0, x (1) = 1. Ans. y(t) = e3ð1tÞ L 2 (b) ddt2y +y = 1, y(0) = y (0) = 0. Ans. 1 cos t E C (c) y00 + y =et , y(0) = A, y0 (0) = B. Ans. y(t) = 12 et + A 12 cos t + B þ 12 sin t Figure 7.15 2 (d) ddt2y + y = 0, y(0) = 1, y0 (0) = 0. Ans. y(t) = cos t. 2 (e) ddt2y + a2y = f (t), y(0) = 1, y0 (0) = 2. Hint: Y(s) = theorem L1 s2 s2 þa2 FðsÞ s 2 þ a2 0 þ sFðsÞ 2 þa2 . But by Convolution ¼ f ðtÞ sin at and so a 2 L1 2 s þ a2 s yðtÞ ¼ L 2 s þ a2 sin at þ f ðtÞ a t R Ans. cos at 2 sina at þ 1a f ðuÞ sin aðt uÞ du 1 0 2 Hint: The differential equation governing the Rt 1 circuit is LdI dt þ C IðuÞ du = E. Application of (f) ddt2y + y = 3 sin 2t, y(0) = 3, y0 (0) = 1. Laplace transform yields E EC Ls F(s) + FðsÞ ¼ E 2 Cs ¼ s , that is, F(s) =q LCs ffiffiffi þ1 Lðs2 þLC1 Þ ffi t: Ans. I(t) = E CL sin p1ffiffiffiffi LC 5. Given that I = Q = 0 at t = 0, find charge and current in the circuit shown in Figure 7.16. 2 henry .02 farad Ans. sin 2t + 3 cos t + 3 sin t t (g) ddt2x þ 5 dx (t dt þ 6x ¼ 2e 0 x (0) = 0 2 0), x(0) = 1 and Ans. et þ e2t e3t , t (h) 2 d x dt2 þ 6 dx dt 0 + 9x = 0, x(0) = x (0) = 0. Ans. x(t) = 0 300V 16 ohms Figure 7.16 Hint: The governing equation is d2 Q dt2 150 þ 8 dQ dt þ 25Q ¼ 150, F(s) = sðs2 þ8sþ25Þ and so inversion gives Q(t) = 6 6e4t cos 3t 8e4t sin 3t. Then I(t) = 50 e4t sin 3t. Applications of Laplace Transform 6. Solve the following systems of differential equations: (a) dx dy + x y = 1 + sin t , with x(0) = 0, y(0) = 1 dy dt dx dt + y = t sin t, dz dt (d) f (t) = 7. Solve y 00 + 4y = 4 cos 2t, y(0) = y0 (0) = 0. Does resonance occur in this case? Hint: Y(s) = 4s t and so y(t) = 4 4 sin 2t = t sin 2t. ðs2 þ4Þ2 Note that y(t) ? ! 1? as t ! 1??. Hence, there shall be resonance. 8. Solve the following difference equations: (a) 3y(t) 4y(t 1) + y(t 2) = t, y(t) = 0 for t < 0. ½t P Ans. y(t) = 3t þ 12 1 31n ðt nÞ n¼1 (b) an+2 2an+1 + an = 0, a0 = 0, a1 = 1. Ans. an = n (c) an = an1 + 2an2, a0 = 1, a1 = 8. 0 (d) an = 2an1 an2, a1 = 1.5, a2 = 3 Ans. 1.5 n (e) y (t) y(t 1) = t 2 Ans. y(t) = 2 ½t P ðtnÞnþ3 n¼0 ðnþ3Þ ! (f) y (t) y(t 1) = (t), y(t) = y (t) = 0, t 0. Hint: s2L{y(t)} es L{y(t)} = L{ (t)} and so L{y(t)} = 2 1 es . But s 1 2 (s ðtnÞ2nþ1 ns L1 se2nþ2 = ð2nþ1Þ ! for t n 0 otherwise: ½t P ðtnÞ2nþ1 Hence y(t) = ð2nþ1Þ! n¼0 0 Ans. f (t) = 1+p2ffiffi3sin Ans. y(t) = 12(sinh t + sin t) sin uðt uÞ du 0 (e) y (t) + 3y(t) + 2 Rt Ans. 0 yðuÞdu = t, y(0) = 1. 0 s2 þ1 sðs2 þ3sþ2Þ. Use partial fractions Hint: L{y(t)} = and then use inversion to give y(t) = 1 t 5 2t 2 2e þ 2 e @u 10. Solve the partial differential equation x @u @t þ @x = x, x > 0, t > 0 subject to the conditions u(x, 0) = 0 for x > 0 and u(0, t) = 0 for t > 0. Hint: Using Laplace transform, sU(x, s)h = s) = 1 s2 d dxU(x, s) + x 1 2 2x x s, integrating factor is e and so U(x, i 12sx2 1e . Inversion yields u(x, t) ¼ for t < x2 =2 . for 2t > x2 t x2 =2 @ u 11. Find the bounded solution of @u @t ¼ @x2 , x > 0, t > 0 for u(0, t) = 1, u(x, 0) = 0. 2 Ans. an = 3(2n ) 2ð1Þn , n 9. Solve the integral equations: Rt (a) f (t) = 1 + cosðt uÞf (u) du Rt 0 Ans. y(t) = cos t , z(t) = sin t 00 Ans. y(t) = tet Rt (c) y(t) = t + 16 yðuÞ ðt uÞ3 du 0 = y with y(0) = 1, z(0) = 0. yðuÞ cos (t u) du 0 Ans. x(t) = t + sin t, y(t) = t + cos t (b) dy dt = z , Rt (b) y(t) = sin t + 2 7.37 n pffiffi 3 t=2 2 t e Hint: Application of Laplace transform yields pffi pffi U(x, s) = c1 e s x þ c2 e s x for bounded u(x, t), U(x, s) must be bounded and so c1 = 0. Further U(0, s) = L{u(0, t)} = L{1} = 1/s.pTherefore, ffi 1/s = c2 and so U(x, s) = erfc (x/2 t). 12. Solve @@t2u = a2 @@xy2 , x > 0, t > 0 for u(x, 0) = 0, yt(x, 0) = 0, x > 0, y(0, t) = f (t) with f (0) = 0 and lim y(x, t) = 0. 2 2 x!1 Hint: see Example 7.54 Ans. y(x, t) = f t ax H t ax 13. Solve @@t2u ¼ @@xu2 , x>0, t>0 for u(0, t) = 10 sin 2t, u(x, 0) = 0, ut(x, 0) = 0 and lim u(x, t) = 0 2 2 x!1 Ans. uðx; tÞ ¼ 10 sin 2ðt xÞ 0 for t > x for t < x: 14. Evaluate the integrals: R1 (a) J0 ðtÞ dt 0 Ans. 1 7.38 n Z1 ðbÞ Engineering Mathematics-II et e2t dt t 0 1 1 Hint: L{et e2t g = sþ1 sþ2 and so n t 2t o R1 1 1 sþ2 ¼ dt ¼ log L e e t tþ1 tþ2 sþ1 ; s that is, R1 st et e2t sþ2 e dt ¼ log sþ1 . Taking s = 0, t 0 we get the value of the given integral equal to log 2 R1 (c) cos x2 dx (Proceed as in Example 7.59) 0 pffiffi Ans. 12 2 R1 at (d) xx2sin þa2 dx; a, t > 0. 0 Ans. f (t) = 2 et ENGINEERING MATHEMATICS—YEAR 2007 SEMESTER—2 GROUP—A (Multiple Choice Type Questions) 1. Choose the correct alternatives for any ten of the following questions: (i) Laplace transform of the function cos (at) is s s − a2 s (c) 2 s + a2 (a) Ans. (c) 2 (b) (d) a s + a2 2 1 s − a2 2 s s + a2 2 ⎡1 0 1⎤ (ii) The rank of the matrix A = ⎢⎢1 1 1⎥⎥ is ⎢⎣1 0 1⎥⎦ (a) 0 (b) 1 (c) 3 (d) 2 Ans. (d) 2 2 d 2 y ⎛ dy ⎞ (iii) The order and degree of the differential equation + ⎜ ⎟ = y are dx 2 ⎝ dx ⎠ (a) 2, 2 (b) 2, 1 (c) 1, 2 Ans. (a) 2, 2 (d) 1, 1 (a) 0 (c) – abc Ans. (a) 0 (b) abc (d) 2 abc 0 − a −b c is (iv) Value of the determinant a 0 b −c 0 (v) Integrating factor of (a) e x (c) x dy + y = 1 is dx (b) x2 (d) 2 dx Ans. (a) e x Hint: e ∫ = e x (vi) The operator equivalent to shift operator E is (a) I + Δ (c) I − Δ Ans. (a) I + Δ (b) ( I + Δ ) (d) I − Δ 2 −1 10 ¥ 1 = 10 Q.2 Engineering Mathematics-II (vii) The number of significant digits in 3·0044 is (a) 5 (b) 2 (c) 3 (d) 4 Ans. (a) 5 0 (viii) If a, b are the roots of the equation x − 3 x + 2 = 0, then b 3 1 (b) (a) 6 2 (c) –6 (d) 3 Ans. (a) 5 Hint: ( x − 1)( x − 2) = 0, α = 1, β = 1. 2 a b 0 0 is −a a ⎡ 1 2 3⎤ (ix) The sum of the eigen values of A = ⎢⎢0 2 3⎥⎥ is ⎢⎣0 0 2⎥⎦ (a) 5 (b) 2 (c) 1 (d) 6 Ans. (a) 5 (x) ( Δ − ∇) x 2 is equal to (b) – 2h2 (a) h2 2 (c) 2h (d) None of these. Ans. (c) 2h2 { Hint: ( Δ − ∇) x 2 = Δx 2 − ∇x 2 = ( x + h) − x 2 − x 2 − ( x − h) 2 2 } = 2h 2 (xi) If a linear transformation T : IR2 → IR2 be defined by T ( x1 , x2 ) = ( x1 + x2 , 0 ) then ker (T) is (b) {(1, 0 )} (a) {(1, −1)} {(0, 0)} {(1, −1)} (c) Ans. (a) (d) {(1, 0) , (0,1)} 2000 2001 2002 (xii) The value of 2003 2004 2005 is 2006 2007 2008 (a) 2000 (b) 0 (c) 45 (d) None of these. Ans. (b) C −C 2 1→ Hint: ⎯⎯⎯⎯⎯ C −C 3 2 2000 1 1 2003 1 1 = 0 2004 1 1 (xiii) The value of K for which the vectors (1, 2, 1), (K, 1, 1) and (0, 1, 1) are linearly dependent (a) 1 (c) 0 Ans. (c) (b) 2 (d) 3. Solved Question Papers 1 2 1 Hint: k 1 1 = 0 or k = 0 0 1 1 GROUP—B (Short Answer Type Questions) Answer any three of the following 2. Apply convolution theorem to find the inverse of Ans. Same as 5(a) of 2005. b2 + c2 3. Prove that: b 2 c2 a2 c 2 + a2 c2 b2 + c2 Ans. We have, Δ = b 2 c2 a2 c 2 + a2 c2 +9 ) 2 a2 b2 a2 + b2 −2b 2 b 2 R1 = R1 − ( R2 + R3 ) 2 a + b2 −c 2 −b2 c2 + a2 b2 1 1 a2 + b2 c2 0 = 2 × b2 × c2 1 1 −c 2 0 (s a2 b2 = 4a2 b2 c 2 a2 + b2 −2c 2 c2 + a2 c2 0 = b2 c2 s 2 a2 + b2 R′ 2 = R2 − R3 c2 a2 + b2 1 1 c2 ⎧⎪ ⎛ c2 + a2 ⎞ a 2 + b 2 ⎞ ⎪⎫ 2 ⎛ = −2b2 c 2 ⎨ −b2 ⎜ − + − 1 c 1 ⎬ ⎟⎠ ⎜⎝ c 2 ⎟⎠ ⎪⎭ ⎝ b2 ⎪⎩ = 2b 2 c 2 0 c2 + a2 b2 −b2 {( 1− ) ( = −2b2 c 2 − c 2 + a2 − b2 + c 2 − a2 − b2 )} = 4a b c 2 2 2 4. Solve the differential equation by Laplace transform : d2x + 4 x = sin 3t , x(0) = 0, x ′(0) = 0 dt 2 Q.3 Q.4 Engineering Mathematics-II d2x + 4 x = sin 3t dt 2 Taking Laplace transform on both side Ans. We have s 2 X ( s) − sx(0) − x(0) + 4 X ( s) = or, s 2 X ( s) − s.0 − 0 + 4 X (0) = or, ( s 2 + 4) X ( s) = ∴ X ( s) = 3 s +9 3 s + 32 2 3 s +9 2 2 3 3⎛ 1 1 ⎞ = ⎜ − ⎟ ( s 2 + 9)( s 2 + 4) 5 ⎝ s 2 + 4 s 2 + 9 ⎠ ∴ x(t ) = L−1 { X ( s)} 3 3 sin 3t = sin 2t − ⋅ 5⋅ 2 5 3 3 1 = sin 2t − sin 3t 10 5 5. Solve ( x 2 + y 2 + 2 x ) dx + xydy = 0 Ans. We have ( x 2 + y 2 + 2 x ) dx + xydy = 0 M = x2 + y2 + 2x N = xy ∂M ∂N ∴ = 2y =y ∂y ∂x ∂M ∂N ∴ ≠ ∂y ∂x here ∴ Given equation is not exact. ∂M ∂N − ∂y ∂x 2 y − y 1 Now, = = N xy x 1 So, I. F. = e ∫ x dx = e log x = x Multiplying both side of given equation by x ( x 2 + xy 2 + 2 x 2 ) dx + x 2 ydy = 0 or, ( x 3 + 2 x 2 ) dx + xy 2 dx + x 2 ydy = 0 (x ) ( ) 1 + 2 x 2 dx + d x 2 y 2 = 0 2 Integrating both side or, 3 x 4 2 x3 1 2 2 + + x y =c 4 3 2 c — integrating constant. Solved Question Papers Q.5 6. Show that W = {x, y, z ) ∈ R3 , 2 x − y + 3 z = 0} is a subspace of R3. Find basic of W. What is dimension? Ans. Same as 13(b) of 2008. ⎡1 0 2⎤ ⎢ ⎥ 7. If A = 0 −1 1 then verify that A satisfies its own characteristic equation. Hence find A−1. ⎢ ⎥ ⎢⎣0 1 0 ⎥⎦ Ans. Same as 8(b) of 2008. GROUP—C (Long-Answer Questions) Answer any three questions ⎛ Δ2 ⎞ 8. (a) Evaluate : ⎜ ⎟ x 3 ⎝ E⎠ ⎛ Δ2 ⎞ ( E − 1) 3 x Ans. ⎜ ⎟ x 3 = E ⎝ E⎠ 2 ⎛ E 2 − 2 E + 1⎞ 3 =⎜ ⎟⎠ x E ⎝ = ( E − 2 + E − 1) x 3 = ( x + h ) 3 − 2 x 3 ( x − h) 3 = x 3 + 3 x 2 h + 3 xh2 + h3 − 2 x 3 + x 3 − 3 x 2 h +3 xh2 − h3 = 6 xh2 (b) Find the missing data in the following table x –2 –1 0 1 2 f (x) 6 0 – 0 6 Ans. As y has four given values Δ 4 y0 = 0 ∴ ( E − 1) 4 y0 = 0 or, ( E 4 − 4 E 3 + 6 E 2 − 4 E + 1) y0 = 0 or, y4 − 3 y3 + 6 y2 − 4 y1 − y0 = 0 − y4 + 3 y3 + 4 y1 − y0 6 −6 + 3.0 + 4.0 − 6 = = −2 6 ∴ y2 = (c) Show that, (3, 1, –2), (2, 1, 4) and (1, –1, 2) form a basis of R3. Ans. Consult 8(a) of 2005. Q.6 Engineering Mathematics-II ∞ sin t π dt = , by Laplace transform. t 2 0 9. (a) Prove that ∫ Ans. See 11(b) of 2005 (b) Apply convolution theorem to prove that t t ∫ sin u cos(t − u)du = 2 sin t 0 t Ans. Let, f (t ) = ∫ sin u cos(t − u)du 0 Using convolution theorem, L { f (t )} = F1 ( s) ⋅ F2 ( s) = α {sin t } ⋅ α {cos t } 1 s = 2 ⋅ 2 s +1 s +1 1 2s s = 2 = ⋅ 2 s +1 2 s +1 1 d ⎛ 1 ⎞ = ( −1) ⋅ ⎜ 2 ⎟ 2 ds ⎝ s + 1⎠ f (t ) = 1 1 1 ⋅ t ⋅ sin t = sin t (Proved) 2 2 (c) Solve dy tan y − = (1 + x )e x sec y dx 1 + x ∴ Ans. We have dy − tan y = (1 + x )e x sec y dx 1 + x or, cos y dy tan y − cos y = (1 + x )e x dx 1+ x or, cos y dy tan y − cos y = (1 + x )e x dx 1+ x Let, sin y = z dy dz = dx dx dz 1 − z = (1 + x )e x ..............(i) dx 1 + x ∴ cos y or, ⎛ 1 ⎞ So, I. F. = e = ∫ ⎝⎜ 1+ x ⎠⎟ dx 1 1+ x Multiplying both sides of (i) by 1 1+ x Solved Question Papers dz 1 1 ⋅ − ⋅ z = ex dx 1 + x (1 + x )2 ⎛ z ⎞ ∴ d⎜ = e x dx ⎝ 1 + x ⎟⎠ Integrating both sides z = e x + c, c — integrating constant 1+ x or, sin y = e x + c (1 + x ) [as z = sin y] ( ) 10. (a) Solve by Cramer’s rule : x+ y+z = 7 x + 2 y + 3 z = 10 x− y+z =3 Ans. Same as 14(b) of 2008. (b) Find general solution of p = cos ( y − px ) , where p = Ans. We have, p = cos ( y − px ) y − px = cos −1 p or, Differentiating both side w.r.t. x dy dp −1 dp − p.1 − x = ⋅ 2 dx dx dx 1− p dp 1 dp =− 2 dx dx 1− p ⎛ ⎞ 1 dp =0 or, ⎜ x − ⎟ 2 1 − p ⎠ dx ⎝ or, p− p−x when, or, x− x= 1 1 − p2 =0 1 1 − p2 1 1 − p2 x2 − 1 ∴ p2 = x2 x2 − 1 ∴p= x ∴ Singular solution or, x2 = y= x 2 − 1 + cos −1 x2 − 1 x dy dx Q.7 Q.8 Engineering Mathematics-II again when dp = 0 or, p = c, c → constant, general solution is y = e x + cos −1 c dx dy y log y y (log y ) + = dx x x2 2 (c) Solve: dy y y dy y y + log y = 2 (log y )2 + log y = 2 (log y )2 dividing both sides by dx x x dx x x Ans. We have 1 y (log y ) 2 1 log y Assume, z = ∴ dy 1 1 1 + = 2 ..........(i) dx x log y x dz 1 dy =− dx y(log y )2 dx equation (i) become dz z 1 − + = 2 dx x x dz z 1 or, − = − 2 ............(ii) dx x x ∴ I. F. = e − ∫ dx x = 1 x multiplying both side of (ii) by 1 dz z 1 − 2 =− 3 x dx x x or, d ⎛ z⎞ 1 ⎜ ⎟=− 3 dx ⎝ x ⎠ x Integrating, or, 1 x 1 ⎛ z⎞ d ⎜ ⎟ = − 3 dx ⎝ x⎠ x z 1 = + 2 + c, c → Constant x 2x or, 1 1 = + 2 +c x log y 2x or, 1 1 1 + 2cx 2 = + cx = log y 2 x 2x ∴ log y = 2x 1 + 2cx 2 2x or, y = e1+ 2 cx 2 11. (a) Solve: ( D 2 − 2 D ) y = e x sin x, where D ≡ d dx Solved Question Papers Ans. We have ( D 2 − 2 D ) y = e x sin x The auxiliary equation is m2 − 2m = 0 or, m( m − 2) = 0 ∴ m = 0, 2 ∴ C.F. = ( A + Bx )e2 x, A and B constants 1 (e x sin x ) D2 − 2D 1 = ex ⋅ sin x 2 ( D + 1) − 2 ( D + 1) Again, P. I. = 1 1 (sin x ) ⋅ sin x = e x ⋅ 2 D2 + 2D + 1 − 2D − 1 D −1 1 1 sin x = − e x sin x = ex ⋅ 2 −1 − 1 = ex ⋅ ∴ Total solution is 1 y = ( A + Bx )e 2 x − e x sin x 2 dx dy − 7 x + y = 0 and (b) Solve − 2x − 5 y = 0 dt dt dx Ans. We have − 7x + y = 0 dt dy − 2x − 5 y = 0 dt d Let, D ≡ dt ∴ ( D − 7) x + y = 0.........(i) ( D − 5) y − 2 x = 0...........(ii) (i) × 2 + (ii) × (D – 7) 2( D − 7) x + 2 y = 0 +( D − 7) ( D − 5) y − 2 x( D − 7) = 0 ( D − 7) ( D − 5) y + 2 y = 0 or, ( D 2 − 12 D + 35) y + 2 y = 0 or, ( D 2 − 12 D + 37) y = 0 Auxiliary equation is m2 − 12m + 37 = 0 ∴m = 12 ± (12)2 − 4.1.37 2 ∴ Solution is y = e 6i ( A cos t + B sin t ) A and B constant from (ii) = 6±i Q.9 Q.10 Engineering Mathematics-II 1 1 ( D − 5) y = ( Dy − 5 y ) 2 2 1 x = e 6t [ A( − sin t ) + B cos t ] + 6e 6t ( A cos t + B sin t ) − 5e et ( A cos t + B sin t ) 2 1 = e 6t [ − A + 6 B − 5 B ] sin t + e 6t [ B + 6 A − 5 A] cos t 2 1 6t = e {( B − A) sin t + ( A + B) cos t } 2 = e 6t {C cos t + D sin t } x= or, { } { A+ B ; 2 ∴ Required solution is where, C = } D= B−A 2 x = e 6t {C cos t + D sin t } y = e 6t { A cos t + B sin t } (c) Solve by Gauss elimination method 2 x + 2 y + z = 12 3x + 2 y + 2 z = 8 5 x + 10 y − 8 z = 10 Ans. We have, 2 x + 2 y + z = 12...........(i) 3 x + 2 y + 2 z = 8...........(ii) 5 x + 10 y − 8 z = 10........(iii) ⎛ 3⎞ (i) × ⎜ − ⎟ + (ii) gives ⎝ 5⎠ −4 y + 34 z = 2...........(iv) 5 ⎛ 2⎞ (i) × ⎜ − ⎟ + (iii) gives ⎝ 5⎠ 21 −2 y + z = 8............(v) 5 ⎛ 1⎞ Again (iv) × ⎜ − ⎟ + (v) gives ⎝ 2⎠ 4 z=7 5 35 ∴z = 4 34 35 from (iv) − 4 y + ⋅ = 2 5 4 Solved Question Papers or, y= Q.11 115 8 115 35 − 8 ⋅ = 10 8 4 575 − 280 = 10 or, 5 x + 4 295 ∴ 5x + = 10 4 295 40 − 295 or, 5 x + 10 − = 4 4 40 − 295 51 ∴x= =− 20 4 from (i) 5 x + 10 ⋅ 12. (a) Use Lagrange’s interpolation formula to find f (x), where f (0) = –18, f (1) = 0, f (3) = 0, f (5) = –248, f (6) = 0 and f (9) = 13104 Ans. We have, 0 1 3 5 6 9 x: f ( x ) −18 0 0 −248 0 13104 Now using Lagrange’s interpolation, ( x − 1)( x − 3)( x − 5)( x − 6)( x − 9) × ( −18) (0 − 1)(0 − 3)(0 − 5)(0 − 6)(0 − 9) ( x − 0)( x − 1)( x − 3)( x − 6)( x − 9) + × ( −248) (5 − 0)(5 − 1)(5 − 3)(5 − 6)(5 − 9) ( x − 0)( x − 1)( x − 3)( x − 5)( x − 6) + × (13104 ) (9 − 0)(9 − 1)(9 − 3)(9 − 6)(9 − 9) ⎧ ( x − 5)( x − 9) x ( x − 9) × 31 x ( x − 5) 91⎫ = ( x − 1)( x − 3)( x − 6) ⎨ − + ⎬ f ( x) = 45 ⎩ 20 36 ⎭ ⎛ 180 x + 180 x + 180 ⎞ = x 3 − 10 x 2 + 27 x − 18 ⎜ ⎟⎠ 180 ⎝ ( 2 ) = x 5 − 9 x 4 + 18 x 3 − x 2 + 9 x − 18 (b) Apply appropriate interporlation formula to calculate f(2.1). Correct upto two significant figures from the following data. x 0 2 4 6 8 10 f (x) 1 5 17 37 45 51 Q.12 Engineering Mathematics-II Ans. From the given data we can design the following difference table: x 0 2 4 6 8 10 f ( x ) Δf ( x ) Δ 2 f ( x ) Δ 3 f ( x ) Δ 4 f ( x ) Δ 5 f ( x ) 1 5 4 8 0 −20 −10 17 12 8 −20 −30 37 20 −12 +10 45 8 −2 51 6 x − x0 2.1 − 0 = = 1⋅ 05 2 2 Using Newton’s forward interpolation Ans. Here, x 0 = 0, h = 2, d = ∴ d ( d − 1) 2 Δ f ( x0 ) 2! d ( d − 1)( d − 2) 3 d ( d − 1)( d − 2)( d − 3) 4 + Δ f ( x0 ) + Δ f ( x0 ) 3! 4! f ( x ) = f ( x0 ) + d Δf ( x0 ) + 1⋅ 05(1⋅ 05 − 1) ⋅8 2 1⋅ 05(1⋅ 05 − 1)(1⋅ 05 − 2) (0) + 6 1⋅ 05(1⋅ 05 − 1)(1⋅ 05 − 2)(1⋅ 05 − 3) ( −20) + 24 1×05(1×05-1)(1×05-2)(1×05-3)(1×05-4) (50) + 120 = 5 ⋅ 21. = 1 + (1⋅ 05) ⋅ 4 + 13. (a) Apply the method variation of parameters to solve the equation Ans. We have d2 y + y = sec3 x.tan x dx 2 Auxiliary equation is m2 + 1 = 0 ∴ m = ±i ∴ P. F. = A cos x + B sin x ∴W = cos x sin x = cos 2 x + sin 2 x = 1 − tan x cos x ∴ P. I. = sin x ∫ cos x sec3 x tan x dx − cos x ∫ sin x sec3 x tan x dx = sin x ∫ sec3 x tan x dx − cos x ∫ sec2 x tan 2 x tan x dx = sin x ∫ tan x sec2 xdx − cos x ∫ tan 2 x sec2 x dx d2 y + y = sec3 x. tan x dx 2 ∫ ∫ = sin x ∫ tan x d (tan x ) − cos x ∫ tan = sin x (tan x )2 − cos x (tan x )3 2 ∴ Required solution is 3 = Solved Question Papers 2 x d (tan x ) 1 1 sin x tan 2 x − cos x tan 3 x 2 3 1 1 y = A cos x + B sin x + sin x ⋅ tan 2 x − cos x tan 3 x 2 3 (b) Expand by Laplace’s method 0 a −a 0 −b − d −c −e b d 0 −f c e = ( af − be + cd )2 f 0 Ans. We have 0 a −a 0 Δ= −b − d −c −e b d 0 −f c e f 0 Expanding using Laplace method Δ = ( −1) 1+ 2 +1+ 2 0 a 0 −a 0 − f + ( −1) 1+ 2 +1+ 4 0 c −d − a 0 −e f b −d 1+ 2 +1+ 3 0 + ( −1) 0 − a d −c f 0 0 b −b 1+ 2 + 2 + 3 a + ( −1) −f 0 d −c f 0 a c −b 0 c −b f 1+ 2 + 3 + 4 b + ( −1) 0 e −c − f d e −c −e = (0 + a 2 ) (0 + f 2 ) − (0 + ab) (0 + ef ) + (0 + ca) ( df − 0) + ( ad − 0) + (0 + cf ) + (be − cd )(be − cd ) + ( −1) 1+ 2 + 2 + 4 = a 2 f 2 − 2af (be − cd ) + (be − cd )2 = ( af − be + cd )2 ⎧ sin t ⎫ ⎧ sin at ⎫ −1 1 , find ⎨ (c) Given that L ⎨ ⎬ = tan ⎬ t s ⎩ ⎭ ⎩ t ⎭ Ans. According to change of scale property, we know if L { f (t )} = F ( s), then L { f ( at )} = 1 ⎛ s⎞ F⎜ ⎟ a ⎝ a⎠ ⎛ ⎞ 1 ⎛ s⎞ ⎡ sin at ⎤ ⎡ sin at ⎤ ⎛ s⎞ −1 ⎜ 1 ⎟ ∴ L⎢ = a. L ⎢ = a ⋅ F ⎜ ⎟ = tan ⎜ ⎟ = cot −1 ⎜ ⎟ ⎥ ⎥ s ⎝ a⎠ a ⎝ a⎠ ⎣ t ⎦ ⎣ at ⎦ ⎜⎝ ⎟⎠ a 1 14. (a) Assuring the orthogonal properties of Legendre function prove that, ∫ [ p ( x)] 2 n −1 dx = 2 2n + 1 Q.13 Q.14 Engineering Mathematics-II Ans. The Legendre’s equation can be written as d ⎧ 2 dy ⎫ ⎨(1 − x ) ⎬ + n( n + 1) y = 0 dx ⎩ dx ⎭ As, pn ( x ) is the solution, d ⎧ 2 dpn ⎫ ⎨(1 − x ) ⎬ + n( n + 1) pn = 0 dx ⎩ dx ⎭ Again if pm ( x ) is a solution of d ⎧ 2 dpm ⎫ ⎨(1 − x ) ⎬ + n( n + 1) pm = 0 dx ⎩ dx ⎭ Doing (i) × pm − (ii) × pn pm d ⎧ d ⎧ 2 dpn ⎫ 2 dpm ⎫ ⎨(1 − x ) ⎬ − pn ⎨(1 − x ) ⎬ dx ⎩ dx ⎭ dx ⎩ dx ⎭ + pm pn {n( n + 1) − m( m + 1)} = 0 Integrating both side w.r.t x from –1 to 1, we get 1 1 1 1 dpn ⎡ 2 dpn ⎤ 2 dpn ⎢ pm (1 − x ) dx ⎥ − ∫ dx (1 − x ) dx dx ⎣ ⎦ −1 −1 dpn ⎡ 2 dpm ⎤ 2 dpm ⎢ pn (1 − x ) dx ⎥ − ∫ dx (1 − x ) dx dx ⎣ ⎦ −1 −1 1 +( n − m)( n + m + 1) ∫ pm pn dx = 0 −1 1 ∴ ∫ pm ( x ) pn dx = 0 −1 But (1 − 2 xh + h2 ) − 1 2 ∝ = ∑ hn pn ( x ) n= 0 ∝ or, (1 − 2 xh + h2 ) −1 = ∑ h2 n [ pn ( x ) ] 2 n= 0 ∝ ∝ +2∑ ∑ hm + n pm ( x ) pn ( x ) [squaring both side] n= 0 m= 0 Integrating both side w.r.t. x and taking limit –1 to 1, we get ∝ 1 1 2 ⎡⎣log(1 − 2 xh + h2 ) ⎤⎦ = ∑ h2 n ∫ [ pn ( x ) ] dx −1 2h n= 0 −1 1 − or, 1 ⎡ h2 h 4 ⎤ ∝ h2 n 2 2 ⎢1 + + + ... + + ...⎥ = ∑ h2 n ∫ [ pn ( x ) ] dx 3 5 2n + 1 ⎣ ⎦ n = 0 −1 Solved Question Papers Q.15 equating the coefficient of h2n 1 ∫ [ p ( x)] 2 n dx = −1 2 (Proved) 2x + 1 14. (b) Show that J 1 ( x ) = 2 2 πx ⋅ sin x ( ) n 1 ⎛ x⎞ ⎧ 1 x − Ans. As J n ( x ) = ⎜ ⎟ ⎨ ⎝ 2 ⎠ ⎩ Γ ( x + 1) 1! Γ ( x + 2) 2 2 4 6 ⎫⎪ 1 1 ⎛ x⎞ ⎛ x⎞ + ⎜⎝ ⎟⎠ − ⎜⎝ ⎟⎠ + ...⎬ 2! Γ ( x + 3) 2 3! Γ ( x + 4) 2 ⎭⎪ Putting n = 1 2 ⎧ 1 2 4 1 1 1 1 1 ⎛ x ⎞ 2 ⎪⎪ ⎛ x⎞ ⎛ x⎞ − + J 1 ( x) = ⎜ ⎟ ⎨ ⎜⎝ ⎟⎠ ⎜⎝ ⎟⎠ − ⎝ ⎠ 1 1 1 2 2 2 3! ⎛ ⎞ ⎛ ⎞ ⎛ ⎞ ⎛ x⎞ 2 ⎪ Γ ⎜1 + ⎟ 1! Γ ⎜ 2 + ⎟ 2! Γ ⎜ 3 + ⎟ Γ⎜ ⎟ ⎝ ⎠ ⎝ ⎠ ⎝ ⎠ ⎝ 2⎠ 2 2 2 ⎩⎪ ⎫ 6 ⎪⎪ ⎛ x⎞ ⋅ ⎜ ⎟ + ...⎬ ⎝ 2⎠ ⎪ ⎭⎪ ⎧ 2 4 ⎪ 1 1 1 ⎛ x⎞ ⎪ 1 ⎛ x⎞ ⎛ x⎞ =⎜ ⎟ ⎨ − + − ⎝ 2⎠ ⎪ 1 ⎛ 1⎞ 3 1 ⎛ 1 ⎞ ⎜⎝ 2 ⎟⎠ 5 3 1 ⎛ 1 ⎞ ⎜⎝ 2 ⎟⎠ 7 5 3 1 ⎛ 1⎞ 2! ⋅ ⋅ Γ ⎜ ⎟ 3! ⋅ ⋅ ⋅ Γ ⎜ ⎟ Γ ⎜ ⎟ 1! ⋅ Γ ⎜ ⎟ 2 2 ⎝ 2⎠ 2 2 2 ⎝ 2⎠ 2 2 2 2 ⎝ 2⎠ ⎩⎪ 2 ⎝ 2 ⎠ 1 2 = x 1 ⋅ 2 ⎛ 1⎞ Γ⎜ ⎟ ⎝ 2⎠ ⎧ 2 2x2 2x 4 2x6 ⎫ + − + ...⎬ = ⎨ − 1! 3! 5! 7! ⎩ ⎭ ⎫ ⎪⎪ ⎛ x⎞ ⋅ ⎜ ⎟ + ...⎬ ⎝ 2⎠ ⎪ ⎭⎪ 6 ⎫ 2 1 ⎧ x x3 x5 x7 2 sin x. ⋅ ⎨ − + − + ...⎬ = x π ⎩1! 3! 5! 7! x π ⎭ 14. (c) State Cayley–Hamilton theorem and so that matrix ⎡ 0 0 1⎤ A = ⎢⎢ 3 1 0 ⎥⎥ satisfies the above theorem : ⎢⎣ −2 1 4 ⎥⎦ Ans. Cayley–Hamilton theorem states that every square matrix satisfies its own characteristic equation. ⎡ 0 0 1⎤ We have A = ⎢⎢ 3 1 0 ⎥⎥ ⎣⎢ −2 1 4 ⎥⎦ Characteristic equation of A −λ 0 3 1− λ −2 1 1 0 =0 4−λ Q.16 Engineering Mathematics-II or, −λ{(1 − λ ) (4 − λ ) − 0}0 + 1{3 + 2(1 − λ )} = 0 or, λ 3 − 5λ 2 + 6λ − 5 = 0 Now, ⎡ 0 0 1⎤ ⎡ 0 0 1 ⎤ ⎡ 0 0 1 ⎤ ⎡ −2 1 4 ⎤ ⎢ ⎥ 2 A = ⎢ 3 1 0 ⎥ , A = A. A = ⎢⎢ 3 1 0 ⎥⎥ ⎢⎢ 3 1 0 ⎥⎥ = ⎢⎢ 3 1 3 ⎥⎥ ⎢⎣ −2 1 4 ⎥⎦ ⎢⎣ −2 1 4 ⎥⎦ ⎢⎣ −2 1 4 ⎥⎦ ⎢⎣ −5 5 14 ⎥⎦ ⎡ −2 1 4 ⎤ ⎡ 0 0 1 ⎤ ⎡ −5 −5 14 ⎤ A3 = A2 ⋅ A = ⎢⎢ 3 1 3 ⎥⎥ ⎢⎢ 3 1 0 ⎥⎥ = ⎢⎢ −3 4 15⎥⎥ ⎢⎣ −5 5 14 ⎥⎦ ⎢⎣ −2 1 4 ⎥⎦ ⎢⎣ −13 9 51⎥⎦ 3 2 A − 5 A + 6 A − 51 ⎛ −5 5 14⎞ ⎛ −2 1 4 ⎞ ⎛ 0 0 1⎞ ⎛ 1 0 0⎞ = ⎜ −3 4 15⎟ − 5 ⎜ 3 1 3 ⎟ + 6 ⎜ 3 1 0⎟ − 5 ⎜ 0 1 0⎟ ⎜ ⎟ ⎜ ⎟ ⎜ ⎟ ⎜ ⎟ ⎝ −13 19 51⎠ ⎝ −5 5 14⎠ ⎝ −2 1 4⎠ ⎝ 0 0 1⎠ ⎛ 0 0 0⎞ = ⎜ 0 0 0⎟ = 0 ⎜ ⎟ ⎝ 0 0 0⎠ ∴ A satisfies its characteristic equation. So, A satisfies the Cayley–Hamilton theorem. ENGINEERING MATHEMATICS—YEAR 2008 GROUP–A (Multiple Choice Type Questions) 1. Choose the correct alternatives for any ten of the following: (i) 1 x 2 is equal to D −1 (a) x 2 + 2 x + 2 (b) −( x 2 + 2 x + 2) (c) 2x − x 2 (d) −(2 x − x 2 ) Ans. −( x 2 + 2 x + 2) Hint: 1 ( x 2 ) = −(1 − D ) −1 x 2 = −(1 + D + D 2 + D 3 + ...) x 2 = −( x 2 + 2 x + 2 + 0 + ...) D −1 (ii) An integrating factor for the differential equation (a) e t (b) (c) et (d) dy + y = 1 is dt e t t e Ans. (a) e t Hint: dy + y =1 dt I .F . = e ∫ = e t dt (iii) The general solution of the differential equation D 2 y + 9 y = 0 is (a) Ae 3 x + Be −3 x (b) ( A + Bx )e 3 x (c) A cos 3 x + B sin 3 x (d) ( A + Bx ) sin 3 x Ans. (c) A cos 3 x + B sin 3 x Hint: ( D 2 + 9) y = 0. ∴ m2 + 9 = 0 m = ±3i C.F. = e 0, x { A cos 3 x + B sin 3 x} ∴ y = A cos 3 x + B sin 3 x Q.18 Engineering Mathematics-II 1 (iv) If L{ f (t )} = tan −1 ⎛⎜ ⎞⎟ , then L{tf (t )} is ⎝ P⎠ ⎛ 1 ⎞ (a) tan −1 ⎜ 2 ⎟ ⎝P ⎠ (c) Ans. (b) (b) 1 1+ P2 (d) tan −1 ⎛⎜ 2 ⎞⎟ ⎝ πP⎠ 1 1+ P 1 1+ P2 L{ f (t )} = tan −1 1 cot −1 p p Now L{tf (t )} = − d 1 (cot −1 p) = dp 1 + p2 (v) In Simpson’s 1/3 rule of finding b ∫ f ( x)dx, f ( x) a (a) line segment (c) circular sector is approximated by (b) parabola (d) parts of ellipse Ans. (b) parabola. (vi) The system of equations x + 2 y = 5, 2 x + 4 y = 7 has (a) unique solution (b) no solution (c) infinite number of solutions Ans. (b) no solution. (d) none of these x + 2y = 5 2x + 4 y = 7 The equations can be written as AX = B 1 2 : 5⎞ Augmented Matrix Ab = ⎛ ⎜⎝ 2 4 : 7⎟⎠ ⎛1 2 : 5 ⎞ ⎜⎝ 0 0 : −3⎟⎠ R′ 2 → R2 → 2 R1 Rank of augmented matrix is 2 Rank of coefficient matrix is 1 which are not equal. Hence equations have no solution. (vii) The four vectors (1, 1, 0, 0), (1, 0, 0, 1), (1, 0, a, 0), (0, 1, a, b) are linearly independent if (a) a ≠ 0, b ≠ 2 (b) a ≠ 2, b ≠ 0 (c) a ≠ 0, b ≠ −2 (d) a ≠ −2, b ≠ 0 Solved Question Papers Ans. (c) a ≠ 0, b ≠ −2 1 1 0 0 1 0 0 1 1 0 a 0 0 1 a b = − a − ( ab + a) = −2a − ab = − a(2 + b) ∴ | A |≠ 0 i.e. a ≠ 0 and b ≠ −2. ⎛ 1 2⎞ (viii) The rank of a matrix A = ⎜ is ⎝ 2 3⎟⎠ (a) 1 (c) 3 (b) 2 (d) none of these. Ans. (b) 2. det A = 1 2 = −1 ≠ 0 2 3 ∴ Rank is 2. ⎛ ⎜ (ix) The matrix A = ⎜ ⎜ ⎜⎝ 1 2 1 − 2 1 ⎞ 2⎟ ⎟ 1 ⎟ ⎟ 2 ⎠ (a) an orthogonal (b) a symmetric matrix (c) an idempotent matrix (d) a null matrix Ans. (a) an orthogonal ⎛ 1 ⎜ 2 AT A = ⎜ ⎜− 1 ⎜⎝ 2 1 ⎞⎛ 2⎟ ⎜ ⎟⎜ 1 ⎟⎜ ⎟⎜ 2⎠ ⎝ 1 2 1 − 1 ⎞ 1 ⎛ 1 1⎞ 1 ⎛1 −1⎞ 2⎟ ⎟= ⎜ ⎟ ⎜ ⎟ 1 ⎟ 2 ⎝ −1 1⎠ 2 ⎝1 1 ⎠ ⎟ 2 ⎠ 2 1 ⎛ 2 0⎞ ⎛ 1 0⎞ = ⎜ = = I2 2 ⎝ 0 2⎟⎠ ⎜⎝ 0 1⎟⎠ Q.19 Q.20 Engineering Mathematics-II (x) T : R2 → R2 is defined by T ( x1 , x2 ) = (2 x1 − x2 , x1 + x2 ). Then kernel of T is (b) {(1, −1)} (d) {(1, 2)},(1, −1) (a) {(1, 2)} (c) {(0, 0)} Ans. (c) {(0, 0)} . We know T ( x1 , x2 ) = (2 x1 − x2 , x1 + x2 ),( x1 , x2 ) ∈ R2 Let, ( x1 , x2 ) ∈ ker T Then, T ( x1 , x2 ) = (0, 0) ⇒ 2 x1 − x2 = 0 and x1 + x2 = 0 ⇒ x1 = 0, x2 = 0 (xi) Δ 2 e x is equal to (where h = 1) (a) (e − 1)2 e x (c) e 2 x (e − 1) (b) (e − 1)e x (d) e 2 x +1 Ans. (a) Δ 2 e x = Δ( Δ 2 e x ) { } = Δ e x +1 − Δe x {∵ Δ f ( x ) = f ( x + h) − f ( x )} = Δe x +1 − Δe x , as h = 1 ( ) ( (e − 2e + 1) = e x + 2 − e x +1 − e x +1 − e x = ex ) 2 = e x (e − 1) 2 ⎛ 1 0 0⎞ (xii) The eigen value of the matrix ⎜ 0 2 0⎟ is ⎜ ⎟ ⎝ 1 0 3⎠ (b) 1, 2, 3 (a) 0, 0, 1 (c) 2, 3, 6 (d) none of these. Hint: Let λ be the eigen value of the matrix A ∴ the characteristic equation is or, 1− λ 0 0 0 2−λ 0 =0 1 0 3−λ or, (1 − λ ) (2 − λ ) (3 − λ ) = 0 or, λ = 1, 2,3 (xiii) The mapping f : R → R where f ( x ) = sin s, x ∈ R is (a) one-one (b) onto (c) neither one-one nor onto (d) both one-one and onto Ans. (c) neither one-one nor onto. Solved Question Papers GROUP—B 2. Solve the differential equation by Laplace transformation. d2 y + 9y = 1 dt 2 Taking Laplace transform on both side 1 s 2Y ( s) − sy(0) − y ′(0) + 9Y ( s) = s 1 or, x 2 y( s) − s.1 − a + 9Y ( s) = [Let y ′(0) = a] s 1 2 or, ( s + 9) Y ( s) = a + s + s a s 1 ∴ Y ( s) = 2 + 2 + 2 s + 9 s + 9 s( s + 9) d2 y ⎛π⎞ + 9 y = 1 y(0) = 1, y ⎜ ⎟ = −1. 2 ⎝ 2⎠ dt Ans. We have = a s 1⎛1 s ⎞ + + ⎜ − ⎟ s2 + 9 s2 + 9 9 ⎝ s s2 + 9 ⎠ ∴ y(t ) = L−1{Y ( s)} a 1 sin 3t + cos 3t + (1 − cos 3t ) 3 9 1 a 8 = + sin 3t + cos 3t 9 3 9 π 1 a ⎛ ⎞ ∴ y ⎜ ⎟ = + ( −1) + 0 = −1 ⎝ 2⎠ 9 3 10 or, a = 3 ∴ required solution is 1 10 8 y(t ) = + sin 3t + cos 3t 9 9 9 = 3. Solve by the method of variation of parameters d2 y + 9 y = sec 3 x. dx 2 Ans. Refer to 3. (a) of 2005. 4. Examine the consistancy of the following system of equations and solve if possible. x+ y+ z =1 2x + y + 2z = 2 3x + 2 y + 3z = 5 Ans. Refer to Q. 3. (ii) a of 2006. 5. If W = {( x, y, z ) ∈ R3 ; x + y + z = 0}, show that W is a subspace of R3, and find a basis of W. Ans. Same as Q. 3. (b) of 2005. Q.21 Q.22 Engineering Mathematics-II 6. Examine whether the mappint T : R2 → R defined by T ( x, y ) = (2 x − y, x ) is linear. Ans. Let α = (α1 , α 2 ) and β = (β1 , β2 ) be two (???) R2 T (α ) = T (α1 , α 2 ) = (2α1 − α 2 , α1 ) Now, T (β ) = T (β1 , β2 ) = (2β1 − β2 , β1 ) T ( aα + bβ ) = T {a(α1 , α 2 ) + b(β1 , β2 )} = T {aα1 + bβ1 , aα 2 + bβ2 } = {2( aα1 + bβ1 ) − aα 2 − bβ2 , aα1 + bβ1} = a(2α1 − α 2 , α1 ) + b(2β1 − β2 , β1 ) = aT (α ) + bT (β ) Now, ∴ Given T is a linear transformation. 1 7. Evaluate dx ∫ 1+ x using Trapezoidal rule, taking four equial sub-intervals. 0 1 ; a = 0, b = 1, x = 4 1+ x b − a 1− 0 1 h= = = = 0.25 n 4 4 Ans. We have f ( x ) = So, x 0 0.25 .5 .75 1 f (x) 1 0.8 0.6666 0.5714 0.5 from, Trapezoidal rule. 1 dx h = [ y0 + 2( y1 + y3 + y3 ) + y4 ] 1+ x 2 0 I =∫ 0.25 [1 + 2(0.8 + 0.6666 + 0.5714) + 0.5] 2 = 0.695 Ans. = GROUP—C 8. (a) Find Laplace transform of f (t ) = sin t , 0 < t < π = 0, t > π Ans. Same as Q. 8. (b) of 2004. ⎡1 0 2⎤ (b) It A = ⎢⎢0 1 1 ⎥⎥ then verify that A satisfies its own characteristic equation. Hence find A−1 . ⎢⎣0 1 0 ⎥⎦ Ans. Same as Q. 4. (a) of 2002. Solved Question Papers (c) Show that (3, 1, –2), (2, 1, 4), (1, –1, 2) form a basis of R3. 3 1 −2 Ans. As 2 1 4 1 −1 2 = 3{2 + 4} − 1{4 − 4} − 2{−2 − 1} = 18 − 0 + 6 = 24 ≠ 0 Given three vectors are linearly independent so the vectors belong to R3. ∴ The vectors form a basis. d2 y dy − x − 3 y = x 2 log x 2 dx dx Ans. Let, log x = z 9. (a) Solve: x 2 dy 1 dy = ⋅ dx x dz d2 y 1 dy 1 d 2 y dz ∴ = − ⋅ + dx 2 x dz x dz 2 dx 1 dy 1 d 2 y =− + ⋅ x dz x 2 dz 2 dy dy Naturally x = dx dz d 2 y d 2 y dy x2 2 = 2 − dx dz dz Putting these values in given equation. ∴ d2 y dy − 2 ⋅ − 3 y = ze 2 z 2 dz dz The auxileary equation is m2 − 2 m − 3 = 0 or, ( m − 3) ( m + 1) = 0 ∴ C.F. = A11e 3 z + A22 e − z , A11 and A22 constants 1 P.I. = 2 ( ze 2 z ) D − 2D − 3 1 ( z) = e2 z ⋅ ( D + 2)2 − 2( D + 2) − 3 1 ( z) = e2 z ⋅ 2 D + 4 D + 4 − 2D − 4 − 3 1 ( z) = e2 z ⋅ 2 D + 2D − 3 ⎛ D2 + 2D ⎞ 1 = − ⋅ e 2 z ⎜1 − ⎟⎠ 3 3 ⎝ −1 z Q.23 Q.24 Engineering Mathematics-II ⎧⎪ D 2 + 2 D ⎛ D 2 + 2 D ⎞ 2 1 ⎪⎫ = − ⋅ e 2 z ⎨1 + +⎜ + ...⎬ z ⎟ 3 3 3 ⎝ ⎠ ⎩⎪ ⎭⎪ 1 1 = − ⋅ 3e 2t (3 z + 2) = − e 2t (3 z + 2) 3 9 ∴ Total solution is 1 = A11e 3 z + A22 e − z − e 2 z (3 z + 2) 9 1 = A11 x 3 + A22 . x −1 − x 2 (3log x + 2) [ as z = log x ] 9 d 9. (b) Solve: ( D 2 + 4) y = x sin 2 x, which D = dx Ans. Auxiliary equation 0 is m2 + 4 = 0 ∴ m2 = −4 = (2i )2 ∴ m = ± 2i ∴ C.F. = A1 cos 2 x + A2 sin 2 x 1 x sin 2 x P.I. = 2 D +4 1 1 x(1 − cos 2 x ) = 2 D2 + 4 1 1 1 1 ( x) − = ⋅ x cos x 2 D2 + 4 2 D2 + 4 1 1 ⎛ 1 ⎞ 1 cos 2 x = ( D 2 + 4) −1 ( x ) − ⋅ ⎜ x − 2 ⋅ 2 D⎟ 2 ⎠ D +4 D +4 2 2 ⎝ 1 = 1 ⎛ D2 ⎞ 1⎛ 2D ⎞ 1 1+ ( x) − ⎜ x − 2 cos 2 x ⎟x D + 4 ⎠ 2D 2.4 ⎜⎝ 4 ⎟⎠ 2⎝ = x 1⎛ 2D ⎞ 1 − ⎜x− 2 ⎟ x sin 2 x D + 4⎠ 2 8 4⎝ = x 1⎛ 2D ⎞ − ⎜x− 2 ⎟ x sin 2 x D + 4⎠ 8 8⎝ x x 2 sin 2 x 1 1 1 1 1 − − sin 2 x − − ( x cos 2 x ) 2 8 8 4 D +4 2 2 D2 + 4 1 If I = 2 ( x cos 2 x ) D +4 x 2 sin 2 x 1 1 = + ⋅ x ⋅ sin 2 x − 1 4 2 2 x 2 sin 2 x x cos 2 x ∴ 2I = + 4 8 1 2 x cos 2 x ∴ I = x sin 2 x + 8 16 1 1 = Solved Question Papers 1 2 1 x sin 2 x + x cos 2 x 16 32 ∴ general solution : C.F. + P.I. 1 1 = A1 cos 2 x + A2 sin 2 x − x 2 sin 2 x − x cos 2 x. 16 32 dy 9. (c) Solve, x + y = y 2 log x dx dy Ans. x + y = y 2 log x dx ∴ P.I. = or, x dy 1 + = log x y 2 dx y 1 =z y Let, 1 dy dz = y 2 dx dx dz ∴ − x + z = log x dx dz z log x or, − =− ..........(i) dx x x ∴− As it is linear equation of 2 ∴ I.F. = e − 1 ∫ x dx = e − log| x| = 1 x Multiplying both sides of (i) by I.F. = 1 x log x 1 dz 1 . − 2 .z = 2 x dx x x or, ∴ log x d ⎛ z⎞ ⎜⎝ ⎟⎠ = − 2 dx x x log x z = − ∫ 2 dx x x = − ∫ pe − p dp Let, = ( P + 1)e − P + c. c = constant ∴ 1 (log x + 1) + c x [as P = log x ] ∴ x = eP = log x = P 1 dx = dp x 10. (a) Compute f (0.5) and f (0.9) from the following table x 0 1 2 3 f(x) 1 2 11 34 Q.25 Q.26 Engineering Mathematics-II Ans. Required difference table is f ( x) Δ f ( x) Δ 2 f ( x) Δ3 f ( x) 1 1 2 8 9 6 11 14 23 34 x 0 1 2 3 to evaluate f (0 ⋅ 5) using Newton’s Farward interpolation formula where x − x0 0 ⋅ 5 − 0 x = 0 ⋅ 5, x0 = 0, h = 1, d = = = 0⋅5 h 1 ∴ f ( x ) = f ( x0 ) + d Δf ( x0 ) + = 1 + 0 ⋅ 5.1 + = 0 ⋅ 875 d ( d − 1) 2! 0 ⋅ 5 (0 ⋅ 5 − 1) 2 .8 + Δ 2 f ( x0 ) + d ( d − 1)( d − 2) 3! 0 ⋅ 5 (0 ⋅ 5 − 1)(0 ⋅ 5 − 2) 6 Δ 2 f ( x0 ) .6 Again for f (0 ⋅ 9) , x0 = 0 ⋅ 9, x0 = 0, h = 1 d= ∴ f (0 ⋅ 9) = 1 + 0 ⋅ 9.1 + x − x0 0 ⋅ 9 − 0 = = 0⋅9 h 1 0 ⋅ 9 (0 ⋅ 9 − 1) 2! .8 + ⎧ 1 (b) Apply convolution theorem to evaluate L−1 ⎪⎨ 2 ⎪⎩ s + 2 s + 5 1 1 ⎧ ⎫ Ans. We know L−1 ⎨ 2 = sin 2t 2 ⎬ ⎩s + 2 ⎭ 2 ( ) 2 0 ⋅ 9 (0 ⋅ 9 − 1)(0 ⋅ 9 − 2) 6 ⎫ ⎪ ⎬ ⎪⎭ ⎧⎪ ⎫⎪ 1 −1 1 ∴ L−1 ⎨ ⎬ = e sin 2t 2 2 ⎪⎩ ( s + 1) + 2 ⎪⎭ 2 1 ⎧ ⎫ 1 −1 ∴ L−1 ⎨ 2 ⎬ = e sin 2t ⎩ s + 2s + 5 ⎭ 2 ∴ Using convoluation theorem ⎧ 1 ⎪ L−1 ⎨ 2 ⎩⎪ s + 2 s + 5 ( ⎫ 1 2 (t − u ) ⎪ − u sin 2u − (t − u ) sin = e e du ⎬ ∫ 2 2 2 ⎭⎪ 0 ) .6 Solved Question Papers e −t 8 ∫ ⎡⎣cos (4u − 2t ) − cos 2t ⎤⎦ du e −t = 8 ⎡ sin ( 4u − 2t ) ⎤ − u cos 2t ⎥ ∫0 ⎢⎣ 4 ⎦0 = = 10. (c) Prove that 1 0 1 t e − t ⎛ sin 2t ⎞ − t cos 2t ⎟ ⎠ 8 ⎜⎝ 2 ( x − a)2 ( x − b)2 ( x − c )2 ( y − a)2 ( y − b)2 ( y − c )2 ( z − a)2 ( z − b)2 ( z − c )2 = 2 ( x − y )( y − z )( z − x )( a − b )(b − c )(c − a ) Ans. Let, Δ= ( x − a)2 ( x − b)2 ( x − c )2 ( y − a)2 ( y − b)2 ( y − c )2 ( z − a)2 ( z − b)2 ( z − c )2 x2 = y2 z2 −2 x 1 1 −2 y 1 a −2 z 1 a 2 1 b b2 1 x2 c = −2 y 2 c2 z2 x 1 1 y 1 a z 1 a2 1 b b2 1 c c2 = −2 Δ1 Δ 2 Now, x2 Δ1 = y 2 z2 x 1 x2 y 1 = y2 − x2 z2 1 z2 − x2 x2 = ( y − x )( z − x ) y 2 − x 2 z2 − x2 x 1 1 ⎡ R = R2 − R1 ⎤ y−x 0 ⎢ 2 ⎥ R3 = R2 − R1 ⎦ ⎣ z−x 0 x 1 y−x 0 z−x 0 = ( y − x )( z − x ){ y − x − z + x} = − ( x − y )( y − z )( z − x ) 1 Similarly Δ 2 = a a2 1 b b2 1 c = ( a − b )(b − c )(c − a ) c2 ∴Δ = Δ1 Δ 2 = 2 ( x − y )( y − z )( z − x )( a − b )(b − c )(c − a ) (Proved) 11. (a) Prove that Δ. ∇ = Δ − ∇, where symbols have their usual meaning. ∇ ⎡⎣ f ( x )⎤⎦ = f ( x ) − f ( x − h) Q.27 Q.28 Engineering Mathematics-II } ∴Δ. ∇ ⎣⎡ f ( x )⎦⎤ = Δf ( x ) − Δf ( x − h) = Δf ( x ) − ⎡⎣ f ( x ) − f ( x − h) = Δf ( x ) − ∇f ( x ) = ( Δ − ∇) f ( x ) ∴Δ. ∇ = Δ − ∇ (b) Estimate missing term in the following table: x 0 1 2 3 4 f ( x ) 1 3 9 − 31 4 Ans. Here y has four given values. Naturally Δ y0 = 0 or, or, ( E − 1)4 (E 4 y0 = 0 ) − 4 E 3 + 6 E 2 − 4 E + 1 y0 = 0 y4 − 4 y3 + 6 y2 − 4 y1 + y0 = 0 y + 6 y2 − 4 y1 + y0 81 + 6.9 − 4.3 + 1 ∴ y3 = 4 = 4 4 = 31 or, ( ) ( ) ) ( 11. (c) Solve: x 2 y − 2 xy 2 dx + 3 x 2 y − x 3 dy = 0 ( ) Ans. We have x 2 y − 2ky 2 dx + 3 x 2 y − x 3 dy = 0........(i) ∴ M = x y − 2 xy 2 2 N = 3x y − x 2 ∴ ∂M ∂N = x 2 − 4 xy = 6 xy − 3 x 2 ∂y ∂x ∴ ∂M ∂N − = − 10 xy − 4 x 2 ≠ 0 ∂y ∂x ( 3 ) ∴ It is not a exact equation. Now Mx + Ny = x 2 y − 2 xy 2 x + 3 x 2 y − x 3 y = x 2 y 2 ( So the integrating factor ) ( 1 x2 y2 Multiplying both sides of (i) by 1 x2 y2 x 2 y − 2 xy 3 x 2 y − yx 3 dx + dy = 0 2 2 x y x2 y2 or, ydx − xdy 2 3 − dx + dy = 0 2 x y y ) Solved Question Papers Inlogration both sides we get or, x − 2 log x + 3 log y = c, c → constant y y3 x + log 3 = c Ans. y x 12. (a) Show that { } d x n J n ( x ) = x n J n −1 ( x ) dx Ans. We know, ⎛ x⎞ J n ( x ) = ∑ ( −1) ⎜ ⎟ ⎝ 2⎠ r=0 ∞ ∞ ∴ x n J n ( x ) = ∑ ( −1) r=0 r 2 x + 2r n+ 2r r 1 r ! Γ ( n + r + 1) x 2 x + 2r r ! Γ ( x + r + 1) Differentiating both side w.r.t. x α d 2 x + 2r. x 2 x + 2 r −1 r ⎡⎣ x n J n ( x )⎤⎦ = ∑ ( −1) . x + 2 r dx 2 r ! Γ ( n + r + 1) r=0 n + 2 r −1 α 1. ( x + r ) r ⎛ x⎞ = ∑ ( −1) . ⎜ ⎟ .x n ⎝ ⎠ 2 r ! Γ x + r ! ) ( r=0 (n + r ) α r ⎛ x⎞ = x n ∑ ( −1) . ⎜ ⎟ ⎝ 2⎠ r=0 n + 2 r −1 1 Γ (x + r) = xn J n −1 ( x ) (Proved) 12. (b) Obtain a function whose 1st difference is 9 x 2 + 11x + 5, where h = 1 Ans. Let the required function is f ( x ) ∴ Δf ( x ) = 9 x 2 + 11x + 5 1 ⎡9 x 2 + 11x + 5⎤⎦ Δ⎣ 1 = ⎡⎣9( x (2) + x (1) + 11x (1) + 5⎤⎦ Δ 1 ∴ f ( x ) = ⎡⎣9 x (2) + 20 x (1) + 5⎤⎦ Δ f ( x) = x (3) x (2) + 20. + 5 x (1) + k [ k = constant ] 3 2 ⎛ 9⎞ ⎛ 20 ⎞ = ⎜ ⎟ x ( x − 1)( x − 2) + ⎜ ⎟ x ( x − 1) + 5 x + k ⎝ 3⎠ ⎝ 2⎠ = 9. = 3 x ( x − 1)( x − 2) + 10 x ( x − 1) + 5 x + k = 3 x ( x − 1)( x − 2) + 5 x {2 x − 2 + 1} + k = 3 x ( x − 1)( x − 2) + 5 x (2 x − 1) + k = 3x 3 + x 2 + x + k Q.29 Q.30 Engineering Mathematics-II 12. (e) Solve the differential equation by Laplace transform— d 2 y 2dy + + 5 y = e t sin t ; y(0) = 0 y ′(0) = 1 dx dx 2 Ans. We have d2 y dy + 2. + 5 y = e t sin t dx dx 2 Taking Laplace transform on both side s 2Y ( s ) − sy (0 ) − y ′ (0 ) + 2 ⎡⎣ sY ( s ) − y (0 )⎤⎦ + 5Y ( s ) = 1 ( s − 1)2 + 1 Putting y (0 ) = 0 and y′ (0 ) = 1 s 2Y ( s ) − 0 − 1 + 2 sY ( s ) − 0 + 5Y ( s ) = 1 s 2Y ( s ) − 0 − 1 + 2 sY ( s ) − 0 + 5Y ( s ) = or, (s 2 ) + 2s + 5 Y ( s) = 1 + 1 ( s − 1)2 + 1 1 ( s − 1)2 + 1 Y ( s) = 1 1 + 2 s + 2 s + 5 [( s − 1) + 1][ s 2 + 2 x + 5] = 1 1 + 2 2 ( s + 1) + 4 [( s − 1) + 1][( s + 1)2 + 4] 2 ⎤ 4 ( s − 1) 1 ⎡ 4 ( s + 1) 66 7 + − + ⎢ ⎥ 2 2 2 2 65 ⎢⎣ ( s + 1) + 22 ( s + 1) + 22 ( s − 1) + 1 ( s − 1) + 1⎥⎦ ∴ y ( f ) = L−1 {Y ( s )} = { } 1 4e − t cos 2t + 33e − t sin 2t − 4e t cos t + 7e t sin t . 65 13. (a) What is meant by linear independence of a set of n-vectors? = Show that the vectors (1, 2,1) , ( −1,1, 0 ) and (5, −1, 2) linearly independent. Ans. Assume V be a vector over a field F. A finite subset { x1 , x2 , ..., xn } of vectors of v is said to be linearly independent if every relation satisfies a1 x1 + a2 x2 + ... + an xn = 0, ai ∈ F 1 ≤ i ≤ x ⇒ ai − 0 for each 1 ≤ i ≤ n. 1 2 1 −1 1 10 = 1 {2 − 0} − 2 {−2 − 0} + 1 {1 − 5} = 2 ≠ 0 5 −1 2 ∴ Vectors are linearly independent. Solved Question Papers { } Q.31 (b) Show that W = ( x, y, z ) ∈ R3 : 2 x − y + 3 z = 0 is a subspace of R 3. Find a basis W. What is its dimension? Ans. Same as Q. 3, (a) of 2002. (b + c )2 a2 a2 b2 (c + a)2 b2 c2 c2 (a + b )2 Δ2 = (c) Prove that = 2abc ( a + b + c ) 3 Ans. Same as Q.2(a) of 2004. 14. (a) Find the rank of the matrix. −1 2 0 1 Ans. Same as Q.2. (b) of 2002. 14. (b) Solve by Cramer’s Rule 2 −1 4 4 0 1 6 3 2x − y = 3 3y − 2x = 5 −2 z + x = 4 Ans. Here, ⎡ 2 −1 0 ⎤ Δ = ⎢⎢0 3 −2⎥⎥ = −10 ⎢⎣1 0 −2⎥⎦ ⎡ 3 −1 0 ⎤ Δ1 = ⎢⎢ 5 3 −2⎥⎥ = −20 ⎢⎣ 4 0 −2⎥⎦ ⎡2 3 0 ⎤ Δ 2 = ⎢⎢0 5 −2⎥⎥ = −10 ⎢⎣1 4 −2⎥⎦ ⎡ 2 −1 3 ⎤ Δ 3 = ⎢⎢0 3 5 ⎥⎥ = 10 ⎢⎣1 0 4 ⎥⎦ Δ1 −20 = =2 Δ −10 Δ −10 y= 2 = =1 Δ −10 Δ 10 z= 3 = = −1 Δ −10 ∴x = 0 2 5 2 Q.32 Engineering Mathematics-II x = 2⎫ ∴ Required solution is y = 1⎪⎬ Ans. z = 1 ⎪⎭ ⎡1 −1 2 ⎤ ⎢ ⎥ 14. (c) Find the eigen values and corresponding eigen vectors of the matrix A = ⎢2 −2 4 ⎥ ⎢⎣ 3 −3 6 ⎥⎦ Ans. Characteristic equation of given matrix is 1− λ 2 3 or, or, −1 2 −2 − λ 4 =0 −3 6−λ (1 − λ ) {(6 − λ ) − ( −2 − λ )} + 1. {2 (6 − λ ) − 4.3} + 2 {−6 + (2 + λ ) .3} = 0 λ 2 (5 − λ ) = 0 ∴ λ = 0, 0, 5 for λ = 0 let there be a non-zero eigen vector X. ⎛ 1 −1 2⎞ ⎛ x1 ⎞ ⎛ 0⎞ ∴ ⎜ 2 −2 4⎟ ⎜ x2 ⎟ = ⎜ 0⎟ ⎜ ⎟⎜ ⎟ ⎜ ⎟ ⎝ 3 −3 6⎠ ⎝ x3 ⎠ ⎝ 0⎠ ⎛ 1 −1 2⎞ ⎛ x1 ⎞ ⎛ 0⎞ R21 → R2 − 2 R1 ⎜ ⎯⎯⎯⎯⎯⎯⎯ → 0 0 0 ⎟ ⎜ x2 ⎟ = ⎜ 0 ⎟ ⎜ ⎟⎜ ⎟ ⎜ ⎟ R31→ R3 −3R1 ⎝ 0 0 0⎠ ⎝ x3 ⎠ ⎝ 0⎠ ∴ x1 − x2 + 2 x3 = 0 ⎛ 1⎞ ⎛ −2⎞ ⎜ ⎟ ∴ Required region vectors for ( λ = 0 ) are A 1 and B ⎜ 0 ⎟ ⎜ ⎟ ⎜ ⎟ ⎝ 0⎠ ⎝ 1⎠ A and B non-zero real number. ⎛ −4 −1 2⎞ ⎛ x1 ⎞ ⎛ 0⎞ Again for λ = 5 ⎜ 2 −7 4⎟ ⎜ x2 ⎟ = ⎜ 0⎟ ⎜ ⎟⎜ ⎟ ⎜ ⎟ ⎝ 3 −3 1⎠ ⎝ x3 ⎠ ⎝ 0⎠ ⎛ −1 −4 3⎞ ⎛ x1 ⎞ ⎛ 0⎞ R11 = R1 + R3 ⎜ ⎯⎯⎯⎯⎯⎯→ 2 −7 4⎟ ⎜ x2 ⎟ = ⎜ 0⎟ ⎜ ⎟⎜ ⎟ ⎜ ⎟ ⎝ 3 −3 1⎠ ⎝ x3 ⎠ ⎝ 0⎠ R21 → R2 − 2 R1 ⎛ −1 −4 3 ⎞ ⎛ x1 ⎞ ⎛ 0⎞ ⎯⎯⎯⎯⎯⎯⎯ → ⎜ 0 −15 10⎟ ⎜ x2 ⎟ = ⎜ 0⎟ ⎜ ⎟⎜ ⎟ ⎜ ⎟ 1 R3 → R3 −3R1 ⎝ 0 −15 10⎠ ⎝ x3 ⎠ ⎝ 0⎠ ⎛ −1 −4 3 ⎞ ⎛ x1 ⎞ ⎛ 0⎞ R31 = R3 + R2 ⎜ ⎯⎯⎯⎯⎯⎯→ 0 −15 10⎟ ⎜ x2 ⎟ = ⎜ 0⎟ ⎜ ⎟⎜ ⎟ ⎜ ⎟ 0 1 ⎠ ⎝ x3 ⎠ ⎝ 0⎠ ⎝3 Solved Question Papers ∴ − x1 − 4 x2 + 3 x3 = 0 −15 x2 + 10 x3 = 0 x2 x3 = = C , C → constant non-zero real no. 2 3 Hence required legen veecler is From these two equaliers ⎛ x1 ⎞ ⎛ 1⎞ ⎜ x ⎟ = C ⎜ 2⎟ . ⎜ 2⎟ ⎜ ⎟ ⎝ 3⎠ ⎝ x3 ⎠ Q.33 ENGINEERING & MANAGEMENT EXAM—YEAR JUNE, 2009 SEMESTER—2 GROUP—A Multiple Choice Type Questions 1. Choose the correct alternatives for any ten of the following: ⎡ 1 0⎤ 100 (i) If A = ⎢ ⎥ , then A is ⎣ −1 1 ⎦ ⎡ 1 0⎤ 0⎤ ⎡ 1 (a) ⎢ (b) ⎢ ⎥ ⎥ ⎣ −50 1 ⎦ ⎣ −150 1 ⎦ 0⎤ ⎡ 1 (c) ⎢ ⎥ ⎣ −100 1 ⎦ (d) None of these 1− λ 0 ⎛ 1 0⎞ 2 Ans. A = ⎜ ; A− λI = 0 ⇒ = 0 ⇒ (1 − λ ) = 0 ⎟ 1 1 1 1 λ − − − ⎝ ⎠ ⇒ λ 2 − 2λ + 1 = 0 ⇒ A2 − 2 A + I 2 = 0 ∴ A2 = 2 A − I 2 ∴ A4 = A2 . A2 = ( 2 A − I 2 )( 2 A − I 2 ) = 4 A2 − 4 A + I 2 = 8 A − 4 I2 − 4 A + I 2 = 4 A − 3I 2 A 3 = A2 ( A) = ( 2 A − I 2 ) A = 2A2 − A = 4 A − 2I 2 − A = 3 A − 2I 2 0 ⎞ ⎛ 99 0 ⎞ ⎛ 1 0⎞ ⎛ 100 ∴ A100 = 100 A − 99 I 2 = ⎜ −⎜ =⎜ ⎟ ⎟ ⎝ −100 100⎠ ⎝ 0 99⎠ ⎝ −100 1⎟⎠ ∴ Ans. (c) (ii) The set of vectors {(2, 1, 1), (1, 2, 2), (1, 1, 1)} in R3 is— (a) linearly dependent (b) linearly independent (c) basis of R3 (d) none of these ⎡2 1 1⎤ ⎡1 1 1 ⎤ R2 − R1 ⎡1 1 1 ⎤ ⎡1 1 1 ⎤ ~ ⎢1 2 2⎥ ⎢0 1 1 ⎥ ~ ⎢0 1 1 ⎥ Ans. ⎢1 2 2⎥ R1 ←⎯ → R ~ 3 ⎢ ⎢ ⎥ ⎥ ⎢ ⎥ ⎢ ⎥ ⎢⎣1 1 1 ⎥⎦ ⎢⎣2 1 1 ⎥⎦ R3 − 2 R1 ⎢⎣0 −1 −1⎥⎦ R3 + R1 ⎢⎣0 0 0 ⎥⎦ — Raw echelon form rank = no of non zero rows = 2 < no of unknowns = 3 ∴ the set of vectors are linearly dependent. Ans. (a) 10 × 1 = 10 Solved Question Papers 1 ⎤ ⎡ 1 ⎢ 2 − 2⎥ ⎥ is (iii) The matrix A = ⎢ 1 ⎥ ⎢ 1 ⎢ ⎥ 2 ⎦ ⎣ 2 (a) an orthogonal matrix (c) an idempotent matrix ⎡ ⎢ Ans. A = ⎢ ⎢ ⎢ ⎣ 1 1 ⎤ ⎡ 1 ⎥ 2 ⎥ T ⎢⎢ 2 ; A = 1 ⎥ ⎢ 1 ⎥ ⎢− 2 ⎦ 2 ⎣ 1 1 ⎤⎡ 1 − 2 2 ⎥⎥ ⎢⎢ 2 1 1 ⎥⎢ 1 ⎥ ⎢− 2 2 ⎦⎣ 2 1 ⎤ 2 ⎥⎥ 1 ⎥ ⎥ 2⎦ − 2 1 2 ⎡ ⎢ ∴ A.T T = ⎢ ⎢ ⎢ ⎣ (b) a symmetric matrix (d) a null matrix 1 ⎤ 2 ⎥⎥ ⎡1 0 ⎤ = = I2 1 ⎥ ⎢⎣0 1 ⎥⎦ ⎥ 2⎦ ∴ A is orthogonal matrix Ans. (a) 1 (iv) The value of the determinant 12 0 (a) 0 (b) 1 4 22 1 16 4 2 is 6 (c) 4 (d) 22 4 22 1 16 4 2 = 0 as R1 and R2 are identical 6 1 Ans. 12 0 Ans. (a) (v) The solution of a system of n linear equations with n unknowns is unique if and only if (a) det A = 0 (b) det A > 0 (c) det A < 0 (d) det A ≠ 0. where A is the matrix of the coefficients of the unknowns in the linear equations. Ans. unique solution iff det A ≠ 0 ∴ Ans. (d). ⎡1 4⎤ (vi) The eigen values of the matrix ⎢ ⎥ are ⎣4 1⎦ (a) –5, –3 (b) –5, 3 (c) 3, –5 Ans. A− λI = 0 ⇒ (d) 5, 3 1− λ 4 2 = 0 ⇒ (1 − λ ) − 16 = 0 ⇒ λ 2 − 2λ − 15 = 0 ⇒ λ = 5, − 3 4 1− λ Q.35 Q.36 Engineering Mathematics-II (vii) The general solution of p = log (px – y) where p = (a) y = cx − c (b) y = cx − e c (c) y = c 2 x − e − c (d) none of these dy is dx Ans. (b) p = log ( px − y ) ⇒ px − y = e p ⇒ y = px − e p ( ) dp dp dp − ep ⇒ x − ep = 0 ⇒ p = c or x = e p dx dx dx ∴ general solution y = cx − e c ⇒ p = p.1 + x (viii) Which of the following is not true (the notations have their usual meanings)? (a) Δ = E − 1 Δ (c) = Δ+∇ ∇ Ans. (c) (b) Δ. ∇ = Δ − ∇ (d) ∇ = 1 − E −1 ⎛ E − 1⎞ Δ + ∇ = ( E − 1) + 1 − E −1 = ( E − 1) + ⎜ ⎝ E ⎟⎠ ( ) 2 1⎞ ⎛ ⎛ E + 1⎞ ⎛ E − 1⎞ = ( E − 1) ⎜1 + ⎟ = ( E − 1) ⎜ = ⎝ E⎠ ⎝ E ⎟⎠ ⎜⎝ E ⎟⎠ (ix) Δ 2 e x is equal to ( h = 1) (a) (c) (e − 1)2 e x e 2 x (e − 1) (e − 1) e x (b) (d) e 2 x Ans. (a) ( ( )) = Δ ( e Δ2e x = Δ Δ e x ( = e = ex x +1 2 (c) π 3 4 x +1 ∫ 0 x+2 x 2 e ∞ π ) ( ) − e ) = e − 2e − e x = Δ e x +1 − Δe x ) − e ) − (e (e − 2 + 1) = (e − 1) x+2 (x) The value of (a) x +1 x +1 + ex ex sin t dt is equal to t (b) π (d) π 6 2 Ans. (d) ∞ sin t ⎛ sin t ⎞ ⎛ 1⎞ ⎛ 1⎞ Since L ⎜ = tan −1 ⎜ ⎟ ⇒ ∫ e − st dt = tan −1 ⎜ ⎟ ; ⎟ ⎝ t ⎠ ⎝ s⎠ ⎝ s⎠ t 0 Solved Question Papers ∞ Putting s = 0 we have ∫ 0 Q.37 sin t π dt = tan −1 (∞ ) = t 2 (xi) If S and T are two subspaces of a vector space V, then which one of the following is a subspace of V also? (a) S ∪ T (b) S ∩ T (c) S − T (d) T − S Ans. Since S ∩ T = {v : v ∈ s and v ∈T } and S, T are subspace of V v1 , v2 ∈ S ∩ T ⇒ v1 , v2 ∈ S and v1 , v2 ∈T ⇒ C1V1 + C2V2 ∈ S and C1V1 + C2V2 ∈T ⇒ C1V1 + C2V2 ∈ S ∩ T ⇒ S ∩ T is a subspace of V Ans. (b). (xii) If λ 3 − 6λ 2 + 9λ − 4 is the characteristic equation of a square matrix A, then A-1 is equal to 1 2 3 9 (b) (a) A2 − 6 A + 9 I A − A+ I 4 2 4 1 2 3 9 2 (d) A − 6 A + 9 (c) A − A + 4 2 4 Ans. Every square matrix satisfies its own characteristic equation ⇒ A3 − 6 A2 + 9 A − 4 I = 0 ( ) ⇒ A A2 − 6 A + 9 I = 4 I ( 1 2 A − 6 A + 9I 4 1 3 9 = A2 − A + I 4 2 4 ⇒ A−1 = ) −2 −3 4 (xiii) Co-factor of –3 in the determinant 1 0 1 is 0 −1 4 (a) 4 (b) –4 (c) 0 (d) none of these Ans. (b) Ans. Co-factor of ( −3) = ( −1) 1+ 2 Ans. (b) 1 1 = −4 0 4 Q.38 Engineering Mathematics-II GROUP—B (Multiple Choice Type Questions) Answer any three of the following 3 × 5 = 15 2. If A be a skew symmetric and ( I + A) be a non-singular matrix, then show that B = ( I − A)( I + A) is orthogonal. −1 Ans. Given B = ( I – A)( I + A) ∴ BT B = {( I + A) } −1 T ( I − A)T ( I − A)( I + A)−1 = {( I + A) }−1 ( I − A) T ( = ( I + A) ( = I + AT = ( I − A) T T ) −1 −1 ( I − A)( I + A)−1 ( I − A)T ( I − A)( I + A)−1 ) ( I − A)( I + A)( I + A) −1 −1 −1 [∵ AT = − A] ( I − A)( I + A)( I + A)−1 = I .I = I (∵ A−1 A = 1) ∴ BT B = I ⇒ B is orthogonal matrix. ⎧⎪ ⎫⎪ 1 3. Evaluate: L−1 ⎨ 2 3 ⎬ ⎪⎩ ( s − 1) ( s − 2) ⎪⎭ 1 A B C D E = + + + + Ans. Let 3 2 2 2 S − 1 S − 2 ) ( (S − 2) (S − 1) (S − 1) (S − 2) (S − 2)3 Where A, B, C, D, E are constants. ∴1 = A ( S − 1)( S − 1) + B ( S − 2) + C ( S − 1) ( S − 2) + D ( S − 2)( S − 1) + E (S − 1) 3 3 2 2 Let, S = 1 ⇒ B ( −1) ⇒ B = −1 Let, S = 2 ⇒ 1 = E ⇒ E = 1 equating coeff. of S3 from both sides. 3 0 = A + B + ( −6C ) + D ⇒ A − 6C + D = 1.....(i) equation coeff. of S 4 and constant term from both sides 0 = A + C ⇒ A = −C from (1) − 7C + D = 1 ...(ii) 1 = 8 A − 8 B + 4C − 2 D + E or, −8 = −4C − 2 D ⇒ 2C + D = 4 ....(iii) 2 2 Solved Question Papers (ii) − (iv) − 9C = −3 ⇒ C = ∴ A= − ∴ 1 3 1 2 10 ∴D = 4− = 3 3 3 1 (S − 1) (S − 2) 2 3 = (−) 1 1 1 1 10 1 1 + ( −1) + ⋅ + + 2 2 3 ( S − 1) (S − 1) 3 (S − 2) 3 (S − 2) (S − 2)3 ⎡ ⎤ 1 1 ⎛ 1 ⎞ 1 ⎛ 1 ⎞ 1 −1 ⎛ 1 ⎞ ∴ L−1 ⎢ = − L−1 ⎜ + L ⎜ ⎟ −L ⎜ ⎟ 2 3⎥ 2⎟ 3 ⎝ S − 1⎠ ⎝ ( S − 1) ⎠ 3 ⎝ S − 2 ⎠ ⎣⎢ ( S − 1) ( S − 2) ⎦⎥ + 10 −1 ⎡ 1 ⎤ −1 ⎡ 1 ⎤ +L ⎢ L ⎢ 2⎥ 3⎥ 3 ⎣⎢ ( S − 2) ⎦⎥ ⎣⎢ ( S − 2) ⎦⎥ 1 1 10 t2 = − e t − e t t + e 2t + e 2t . t + e 2t . 3 3 3 2 4. Solve the differential equation— dy + y = y 3 (cos x − sin x ) dx dy + y = y 3 (cos x − sin x ) 1 dx 1 dy 1 ⇒ 3 + = (cos x − sin x ) y dx y 2 Ans. 1 2 dy dz 1 dy 1 dz =z⇒− 3 = ⇒ 3 = 2 y y dx dx y dx 2 dx 1 dz ∴− + z = (cos x − sin x ) 2 dx dz ⇒ − 2 z = −2 (cos x − sin x ) ... ( I ) dx − 2 dx ∴ I.F. = e ∫ = e −2 x Let, ∴( I ) becomes on multiplication by I.F. d ze −2 x = −2e −2 x (cos x − sin x ) dx ⇒ d Ze −2 x = −2∫ e −2 x (cos x − sin x ) dx ( ( ) ) ⇒ Ze −2 x = −2 ⎡⎣ ∫ e −2 x cos dx − ∫ e −2 x sin xdx ⎤⎦ ⎡ e −2 x ⎤ e −2 x = −2 ⎢ ( −2 cos x + sin x ) − ( −2sin x − cos x )⎥ + c 5 5 ⎣ ⎦ −2 x = 2e [3sin x − cos x ] + c 5 Q.39 Q.40 Engineering Mathematics-II 2 [3sin x − cos x ] + ce 2 x 5 1 2 ∴ 2 = − (3sin x − cos x ) + ce 2 x 5 y ∴Z = − where C is an arbitrary const. 4 5. Evaluate the definite integral the error. 3 by using Trapezoidal rule, taking five ordinates and calculate 1 ∴ f ( x ) = x + x3 a = 1, b = 4, nh = (b − a ) = 3 4 ∫ ( x + x ) dx 3 Ans. ∫ ( x + x ) dx 1 gives there are 5 ordinates i.e., there are 4 subintgervals ⇒ n = 4 ∴h = 3 = ⋅75 4 ∴ x : 1 1⋅ 75 2⋅5 3 ⋅ 75 4 f ( x ) : 2 7 ⋅109 18.125 37 ⋅ 578 68 Trapezoidal integral formula: b h ∫ f ( x ) dx = 2 ⎡⎣ y 0 a 4 ∴ ∫ ( x + x ) dx = 3 1 again I exact ∴ + yn + 2 ( y1 + y2 + ... + yn −1 )⎤⎦ 75 ⎡2 + 68 + 2 (7 ⋅109 + 18 ⋅125 + 37 ⋅ 578)⎦⎤ = 73.359 = I approx 2 ⎣ 4 ⎡ x2 x4 ⎤ ⎛ 1 1⎞ = ∫ x + x dx = ⎢ + ⎥ = (8 + 64 ) − ⎜ + ⎟ 1 ⎝ 2 4⎠ 4 ⎦1 ⎣2 3 = 72 − 4 = 72 − .75 = 71.25 4 ( error = I exact ⎡cos θ 6. If A (θ ) = ⎢ ⎣ sin θ 3 ) − I approx = 2.109. − sin θ ⎤ then show that cos θ ⎥⎦ A (θ ) A (φ ) = A (φ ) . A (θ ) = A (θ + φ ) Ans. Refer to the question 2. (vi) 2006. Solved Question Papers Q.41 GROUP—C (Short Answer Type Questions) Answer any three of the following 3 ¥ 15 = 45 ⎡1 2 1 ⎤ ⎡2 1 1 ⎤ ⎢ ⎥ 7. (a) If A = ⎢1 −4 1 ⎥ , B = ⎢⎢1 −1 0 ⎥⎥ , show that AB = 6I3. Utilize this result to solve the following ⎢⎣3 0 −3⎥⎦ ⎢⎣2 1 −1⎥⎦ system of equations: 2x + y + z = 5 x− y=0 2x + y − z = 1 ⎡1 2 1 ⎤ ⎡2 1 1 ⎤ Ans. A = ⎢⎢1 −4 1 ⎥⎥ ; B = ⎢⎢1 −1 0 ⎥⎥ ⎢⎣3 0 −3⎥⎦ ⎢⎣2 1 −1⎥⎦ | det ( B ) = 2 (1 − 0 ) − 1( −1 − 0 ) + 1(1 + 2) = 2 + 1 + 3 = 6 ≠ 0 ⇒ B −1 exists | ⎡1 2 1 ⎤ ⎡2 AB = ⎢⎢1 −4 1 ⎥⎥ ⎢⎢1 ⎢⎣3 0 −3⎥⎦ ⎢⎣2 2 x + y + z = 5⎫ ⎪ x − y = 0⎬ ...........(II) Let us again 2 x + y − z = 0⎪⎭ 1 1 ⎤ ⎡6 0 0 ⎤ ⎡1 0 0 ⎤ ⎥ ⎢ ⎥ −1 0 ⎥ = ⎢0 6 0 ⎥ = 6 ⎢⎢0 1 0 ⎥⎥ = 6 I 3 (Proved). ⎢⎣ 0 0 1 ⎥⎦ 1 −1⎥⎦ ⎢⎣ 0 0 6 ⎥⎦ ⎡2 1 1 ⎤ consider P = ⎢⎢1 −1 0 ⎥⎥ (i.e. the coefficient matrix) by given ⎢⎣2 1 −1⎥⎦ problem P = B Let (II) can be written as PX = Q ⇒ P −1 ( PX ) = P −1 Q (as matrix multiplication is associative) ( ) ⇒ P -1 P X = P −1 Q ⇒ I . X = P −1 Q ⇒ X = P −1 Q ( I → Identity matrix) = B −1 Q From (I) AB = 6 I 3 ⇒ ( AB ) B −1 = (6 I 3 ) . B −1 ( ) ( ⇒ A BB −1 = 6 I 3 . B −1 ⇒ AI = 6. B −1 ) Q.42 Engineering Mathematics-II ⎡1 ⎢6 ⎢ 1 1 = A= ⎢ ⎢6 6 ⎢ ⎢3 ⎣⎢ 6 ⇒ A = 6 B −1 ⇒ B −1 ⎛ x⎞ ∴ X = ⎜ y⎟ ⎜ ⎟ ⎝ z⎠ ⎛1 ⎜6 ⎜ 1 =⎜ ⎜6 ⎜3 ⎜ ⎝6 2 6 4 − 6 0 2 6 4 − 6 0 1 ⎤ 6 ⎥ ⎥ 1 ⎥ 6 ⎥ ⎥ 3 − ⎥ 6 ⎥⎦ 1 ⎞ 6 ⎟ ⎛ 5⎞ ⎛ 1⎞ ⎟ 1 ⎟⎜ ⎟ ⎜ ⎟ 0 = 1 6 ⎟⎜ ⎟ ⎜ ⎟ ⎝ 1⎠ ⎝ 2⎠ 3⎟ − ⎟ 6⎠ ∴ x = 1, y = 1, z = 2 . dy . (b) Solve: ( y − px )( p − 1) = p and obtain the singular solution. Here p = dx Ans. ( y − px )( p − 1) = p ⇒ y − px = p p −1 ⇒ y − px = p → clairaut’s equation ...........(I) p −1 differentiating both sides of (I) we get p = p.1 + x. ⇒x or, dp ( p − 1) .1 − p dp + ⋅ dx ( p − 1)2 dx dp dp ⎡ dy ⎤ 1 − Here p = ⎥ 2 ⎢ dx ( p − 1) dx ⎣ dx ⎦ dp ⎡ 1 ⎤ ⎢x − ⎥ = 0 From (I) dx ⎣⎢ ( p − 1)2 ⎦⎥ dp dy c = 0 or, p = c .............. (II) = c ⇒ y = cx + general dx dx c −1 solution ∴ or, x= 1 ⇒ ( p − 1) = 2 ( p − 1) ⇒ p = 1± 2 1 x 1 1 ⇒ p −1 = ± x x .........(III) Solved Question Papers Q.43 Solving (I) and (III) ⎡ p 1 ⎤ = p ⎢x + ( p − 1) ⎣ ( p − 1) ⎥⎦ ⎡ ⎤ ⎢ ⎥ 1 ⎞⎢ 1 ⎛ ⎥ = ⎜1 ± x+ ⎟ ⎝ 1 ⎛ ⎞⎥ x⎠ ⎢ − 1⎟ ⎥ ⎢ ⎜⎝1 ± x ⎠⎦ ⎣ y = px + = ( y= ( )× x ±1 x (x ± x ) ) 2 x ± 1 → singular solution. (c) Construct the interpolation polynomial for the function y = sin π x, taking the points 1 1 x0 = 0, x1 = , x2 = 6 2 ⎛ 1⎞ Hence find f ⎜ ⎟ where y = f ( x ) . ⎝ 3⎠ Ans. y = sin π x y0 = sin π x0 = sin 0 = 0 y1 = sin y2 = sin π 6 π 2 = 1 2 =1 x x0 = 0 y y0 = 0 1 6 1 y1 = 2 x1 = x2 = 1 2 y2 = 1 Since value of x are not equispaced we use Lagrarge’s interpolation to find the polynormial for f(x) f ( x) = ( x − x0 ) ( x − x2 ) ( x − x0 ) ( x − x1 ) ( x − x1 )( x − x2 ) y0 + y1 + y ( x0 − x1 )( x0 − x2 ) ( x1 − x0 ) ( x1 − x2 ) ( x2 − x0 ) ( x2 − x1 ) 2 1⎞ ⎛ 1⎞ 1 1 ⎛ ( x − 0) ⎛⎜⎝ x − ⎞⎟⎠ ( x − 0) ⎛⎜⎝ x − ⎞⎟⎠ ⎜⎝ x − ⎟⎠ ⎜⎝ x − ⎟⎠ 1 6 2 2 6 = ×0+ × + 1 1 ⎛ 1⎞ 2 ⎛ 1 ⎞ ⎛ 1 1⎞ ⎛ 1⎞ ⎛ 1⎞ − − − − 0 − ⎜⎝ ⎟⎜ ⎟ ⎜ ⎟ ⎜⎝ ⎟⎜ ⎟ 6⎠ ⎝ 2⎠ 6 ⎝ 3⎠ 2 ⎠ ⎝ 2 6⎠ 1⎞ 1⎞ 9 ⎛ ⎛ = −9 x ⎜ x − ⎟ + 6 ( x ) ⎜ x − ⎟ = − x (2 x − 1) + x (6 x − 1) ⎝ ⎠ ⎝ ⎠ 2 6 2 = −9 x 2 + 9 x + 6 x 2 − 2 = −3x 2 + 7x 2 Q.44 Engineering Mathematics-II ⎛ 1⎞ ⎛ 1⎞ 7 7 1 5 ∴ f ⎜ ⎟ = −3 ⎜ ⎟ + = − = ⎝ 3⎠ ⎝ 9⎠ 6 6 3 6 8. (a) Solve the differential equation d2 y dy − 5 + 6 y = x 2 e3 x dx dx 2 d2 y dy − 5 + 6 y = x 2 e3 x dx dx 2 We can write the above equation in the standard form as ( D 2 − 5 D + 6) y d x 2 e 3 x where D ≡ ............(I) dx 2 Let us consider y = e mx be a trial solution of homogeneous eqn. ( D − 5 D + 6) y = 0 Ans. ∴ Dy = me mx ; D 2 y = m2 e mx ∴ The auxiliary equation is ( m2 e mx − 5me mx + 6e mx ) = 0 ∵ e mx ≠ 0 for finite values of x ⇒ m2 − 5m + 6 = 0 ⇒ ( m − 3)( m − 2) = 0 ⇒ m = 3, 2 ∴ Complementary function = C.F. = C1 e 3 x + c2 e 2 x where c1 , c2 are arbitrary constants now P.I. = = ( 1 ) D 2 − 5D + 6 1 e 3x ( D + 3) 2 (x e ) 2 3x + 5 ( D + 3) + 6 ( x2 ) ⎡ ⎤ 1 1 e ax v ( x ) = e ax v ( x ))⎥ ( ⎢∵ f ( D + a) ⎣ f (D) ⎦ ( = e3 x = e3 x ) ( ) 1 x2 D +D 1 x2 D (1 + D ) 2 ( ) ( ) 1 −1 . (1 + D ) x 2 D 3x 1 =e . 1 − D + D 2 − D 3 + ...∞ x 2 D 1 2 = e3 x [∵ D r x 2 = 0 for r > 2 x − 2x + 2 D ⎛ x3 ⎞ = e 3 x ⎜ − x 2 + 2 x ⎟ and D r x 2 = 2! for r = 2] ⎝ 3 ⎠ = e3 x ( ( )( ) ) ( ) ( ) ⎛ x3 ⎞ = e3 x ⎜ − x 2 + 2 x⎟ ⎝ 3 ⎠ ⎡ 1 ⎤ ⎢⎣∵ D ≡ ∫ dx ⎥⎦ Solved Question Papers Q.45 ⎛ x3 ⎞ ∴ General solution is y = C1 e 3 x + C2 e 2 x + e 3 x ⎜ − x 2 + 2 x ⎟ ⎝ 3 ⎠ (b) Apply suitable interpolation formula to calculate f (3) correct <??> two significant figures from the following data: x: 2 4 6 8 10 f(x): 5 10 17 29 49 Ans. Since values of x are equispaced and we are to find f (x) at x were going to apply Newton’s backward interpolation formula for problem. Newton’s backward difference table f ( x ) = yn + s ∇yn + ∇y ∇2y ∇3y x y = f (x) 2 5 4 10 5 6 17 7 2 8 29 12 5 3 10 49 20 8 3 ∇4y 0 s( s + 1) 2 s( s + 1)( s + 2) 3 ∇ yn + ∇ yn + … 2 3! Here x = 9; h = 2 (difference between values of x); n = 5 we take xn = x5 , yn = y5 x − xn 9 − 10 1 = = − = −0.5 h 2 2 ( −.5)( −.5 + 1) ( −.5)( −.5 + 1)( −.5 + 2) ∴ f (9) = 49 + ( −0.5) 20 + ×3 8+ 2 6 1 = 49 − 10 + 4(.5)( −.5) + (.5)(1.5)( −.5) 2 = 39 − 1 − .1875 = 37.8125 ≈ 38 (c) Determine the conditions under which the system of equations x+ y+ z =1 x + 2y − z = b ∴ xn = 10, yn = 49 ; s = 5 x + 7 y + az = b 2 admits of (i) only one solution (ii) no solution (iii) many solutions. Ans. x+ y+ z =1 x + 2y − z = b 5 x + 7 y + az = b 2 Q.46 Engineering Mathematics-II ⎛1 1 1 1 ⎞ ⎛1 1 1 ⎞ ⎜ ⎟ Here the coefficient matrix is P = 1 2 −1 and argumented matrix is = ⎜ 1 2 −1 b ⎟ ⎜ ⎟ ⎜ ⎟ ⎝ 5 7 a b2 ⎠ ⎝5 7 a ⎠ Let us transform Q to Echelon matrix by elementary row operations 1 1 ⎞ ⎛1 1 1 1 ⎞ ⎛1 1 R2 − R1 ⎜ 1 2 −1 b ⎟ ⎯⎯⎯⎯⎯ ⎜ → 0 1 −2 b −1 ⎟ ⎜ ⎟ R3 − 5 R1 ⎜ ⎟ 2 ⎝5 7 a b ⎠ ⎝ 0 2 a − 5 b 2 − 5⎠ 1 1 ⎛1 1 ⎞ ⎜ ⎯⎯⎯⎯⎯ → 0 1 −2 b − 1 ⎟ = R (let) ⎟ R3 − 2 R2 ⎜ 2 ⎝ 0 0 a − 1 b − 2b − 3⎠ 1 ⎞ ⎛1 1 ⎜ ∴ P ~ ecelon matrix 0 1 −2 ⎟ = L (say) ⎜ ⎟ ⎝ 0 0 a − 1⎠ (i) for only one solution Rank of P = Rank of Q = number of unknowns = 3 ∴ Rank of L = Rank of R = 3 ∴ Rank of L = 3 ⇒ a − 1 ≠ 0 ⇒ a ≠ 1 ∴ for a ≠ 1 and for any value of b the gives system has luique solution. (ii) For no solution Rank of P ≠ Rank of Q ⇒ Rank of L ≠ Rank of R Let Rank of L = 2 and Rank of R = 3 ∴ a − 1 = 0 and b 2 − 2b − 3 ≠ 0 ⇒ a = 1 and (b − 3) (b + 1) ≠ 0 ⇒ a = 1 and b ≠ −1, 3 ∴ the system admits no solution for a = 1, b ≠ −1, 3 (iii) For many solutions Rank of P = Rank of Q < 3 (= no unknowns) ⇒ Rank of L = Rank of R < 3 Since first two rous of R and L are non zero rows ∴ Rank of R = Rank of L < 2 ∴ Rank of L = Rank of R = 2 ∴ a − 1 = 0 and b 2 − 2b − 3 = 0 ⇒ a = 1 and b = −1, 3 ∴ when a = 1 ; b = −1, 3 the system admits many solutions. 9. (a) Prove that PT AP is a symmetric or a skew-symmetric matrix according as A is symmetric or skewsymmetric. Ans. Symmetric q skew-symmetric matrix is always a space matrix ∴ A must be square matrix Let A be of order n × n and order of P be n × r ∴ AP is of order n × r Solved Question Papers but PT is of order r × n ∴ order of PT AP is r × r ⇒ P T AP is a square matrix [If P is itself a square matrix of order n × n the result is obvious] ∴ ( P T AP )T = ( P T ( AP ))T = ( AP )T ( P T )T ' = ( AP )T P [∵ ( AB)T = BT AT ] = P T AT P Now P T AT P = P T AP if AT = A i.e., A is symmetric = − P T AP if AT = − A i.e., A is skew symmetric T T T ∴ ( P T AP )T = P T AP or ( P AP ) = − P AP according as A is symmetric or skew symmetric. Hence the result. ⎡ 4 6⎤ (b) Find the eigen values and the eigenvectors of the matrix ⎢ ⎥ ⎣ 2 9⎦ ⎛ 4 6⎞ Ans. Let A = ⎜ ⎝ 2 9⎟⎠ For eigen values A − λ I = 0 ⇒ 4−λ 6 =0 2 9−λ ⇒ (4 − λ )(9 − λ ) − 12 = 0 ⇒ 36 − 13λ + λ 2 − 12 = 0 ⇒ λ 2 − 13λ + 24 = 0 ∴λ = 13 ± 169 − 96 13 ± 173 = 2 2 13 + 73 13 − 73 , ; 2 2 ∴ eigen values are ⎛ x1 ⎞ 13 + 73 Let X 1 = ⎜ ⎟ bet the eigen vector corresponding to x ⎝ 2⎠ 2 ⎛ 13 + 73 ⎞ ⎛ 4 6⎞ ⎛ x1 ⎞ ⎛ 13 + 73 ⎞ ⎛ x1 ⎞ ∴ AX 1 = ⎜ = X1 ⇒ ⎜ ⎟ ⎟ ⎜⎝ x ⎟⎠ ⎝ 2 9⎟⎠ ⎜⎝ x2 ⎟⎠ ⎜⎝ 2 2 ⎝ ⎠ ⎠ 2 ⇒ 4 x1 + 6 x2 = ⇒ x1 = = ( ( 12 73 + 5 73 − 5 4 again 2 x1 + 9 x2 = ⎛ 73 + 5 ⎞ 13 + 73 x1 ⇒ 6 x2 = ⎜ ⎟ x1 2 ⎝ 2 ⎠ )x ) x2 2 13 + 73 x2 2 Q.47 Q.48 ⇒ 2 x1 = Engineering Mathematics-II ( 73 − 5 )x 2 73 − 5 x2 4 ⎞ 73 − 5 ⎟ when c is a non zero real no. 4 ⎟ 1 ⎠ ⇒ x1 = 2 ⎛ ⎞ ⎛ 73 − 5 ⎟ ⎜ c = c⎜ ∴ x1 = ⎜ 4 ⎟ ⎜ ⎝ ⎝ ⎠ c ⎛ y1 ⎞ Let X 2 = ⎜ ⎟ be the eigen vector corresponding to 13 − 73 ⎝ y2 ⎠ 2 ⎛ 13 − 73 ⎞ ⎛ 4 6⎞ ⎛ y1 ⎞ ⎛ 13 − 73 ⎞ ⎛ y1 ⎞ ∴ AX 2 = ⎜ X2 ⇒ ⎜ = ⎟ ⎟ ⎜⎝ y ⎟⎠ ⎝ 2 9⎟⎠ ⎜⎝ y2 ⎟⎠ ⎜⎝ 2 2 ⎝ ⎠ ⎠ 2 ∴ 4 y1 + 6 y2 = 2 y1 + 9 y2 = ⎛ 73 − 5 ⎞ 13 − 73 73 + 5 y1 ⇒ ⎜ y2 ⎟ y1 = −6 y2 ⇒ y1 = − 2 4 ⎝ 2 ⎠ 13 − 73 5 + 73 1 y2 ⇒ −2 y1 = y2 ⇒ 1 y1 = − 2 2 4 ( ⎡ ⎤ 1 ⎢ ∴ X 2 = k ⎢ − 5 + 3 ⎥⎥ where k ≠ 0 real number. 4 ⎥⎦ 1 ⎣⎢ ( ) (c) Solve by Cramer’s rule the following system of equations : 3x + y + z = 4 x − y + 2z = 6 x + 2 y − z = −3 Ans. 3 x + y + z = 4 x − y + 2z = 6 x + 2 y − z = −3 3 1 1 Let Δ = 1 −1 2 = 3(1 − 4) − 1( −1 − 2) + 1(2 + 1) 1 2 −1 = −9 + 3 + 3 = −3 ≠ 0 4 1 1 Δ1 = 6 −1 2 = 4(1 − 4) − 1( −6 + 6) + 1(12 − 3) −3 2 −1 = −12 + 9 = −3 3 4 1 Δ 2 = 1 6 2 = 3( −6 + 6) − 4( −1 − 2) + 1( −3 − 6) 1 −3 −1 = 12 − 9 = 3 ) 73 + 5 y2 Solved Question Papers 3 1 4 Δ 3 = 1 −1 6 = 3(3 − 12) − 1( −3 − 6) + 4(2 + 1) = −27 + 9 + 12 = 6 1 2 −3 ∴x = Δ Δ1 Δ = 1; y = 2 = −1; z = 3 = 2 Δ Δ Δ 10. (a) What is meant by linear independence of a set of n-vectors ? Ans. Refer to the soln of Q. 13. (a)/2008. (b) Solve by the method of variation of parameters the equation d2 y + 9 y = sec 3 x. dx 2 d2 y + 9 y = sec 3 x dx 2 We can write the given equation in standard form as ( D 2 + 9) y = sec 3 x Ans. ⎡ d ⎤ ⎢⎣ D = dx ⎥⎦ . Let, y = e mx be the trial solution of homogereous eqution ( D 2 + 9) y = 0 ∴ Dy = me mx ; D 2 y = m2 e mx ∴ auxiliary equation is ( m2 + 9) me mx ≠ 0 ∵ e mx ≠ for finite values of x ∴ m2 + 9 = 0 ⇒ m = ± 3i where i = −1 ∴ C.F.: c1 cos 3 x + c2 sin 3 x ; (c1 , c2 are arbitrary constants) Let us consider P.I. = u cos 3 x + v sin 3 x where u, v are function of x .........(1) ∴ y p = u cos3 x + v sin 3 x Dy p = −3u sin 3 x + 3v cos3 x + cos3 x Let cos3x du dv + sin =0 dx dx du dv + sin 3 x dx dx ..........(II) ∴ D 3 y p = −9u cos3 x + ( −3sin 3 x ) du ⎛ dv ⎞ − 9v sin 3 x + 3cos3 x ⎜ ⎟ ........(III) ⎝ dx ⎠ dx substitution (II) and (III) in (I) we get ∴ 3cos3 x dv du − 3sin 3 x = sec3 x ........... (IV) dx dx 0 sin 3 x sin 3 x 3cos3 x du − tan 3 x 1 ∴ = = = − tan 3 x cos3 x sin 3 x dx 3 3 −3sin 3 x 3cos3 x Q.49 Q.50 Engineering Mathematics-II 1 1 1 tan 3 xdx = − logsec3 x = log cos3 x ∫ 3 9 9 cos3x 0 −3sin 3 x sec3 x dv 1 = = cos3 x sin 3 x dx 3 −3sin 3 x 3sec3 x u=− 1 x ∴ ∫ dv = ∫ dx = v = 3 3 x ⎛1 ⎞ ∴ P.I. = ⎜ log cos3 x ⎟ cos3 x + (sin 3 x ) ⎝9 ⎠ 3 1 x ∴ general solution y = c1 cos3 x + c2 sin 3 x + cos3 x log cos3 x + sin 3 x. 9 3 (b + c)2 a2 a2 (c) Prove that Δ = b 2 ( c + a) 2 b2 = 2abc ( a + b + c)3 c2 c2 ( a + b) 2 Ans. Refer to the solution of Q. 2(a) (2nd part)/2004. Index A Acyclic graph 2.44 Adjacency matrix 2.29 Application of Laplace Transform (to) 7.1 Differential equation with 7.1 Variable coefficients 7.10 Difference equation 7.16 Electric circuits 7.6 Evaluation of integrals 7.29 Mechanical system 7.9 Ordinary differential equation 7.10 Partial differential equation 7.25 Simultaneous differential equations 7.13 Applications of linear differential equation 1.20 Auxiliary equation 1.39 B Bernoulli’s equation 1.4 Beta function 4.1 Bipartite graph 2.4 Binary tree 2.51 Bridge 2.20 C Cauchy–Euler homogeneous linear equation 1.61 Cayley’s formula 2.56 Chromatic number of graph 2.37 Circuit 2.11 Colouring of graph 2.37 Complete graph 2.3 Complementary function 1.39 Complement of a subgraph 2.7 Connected graph 2.5 Cut edge 2.20 Cut set 2.68 Cycle graph 2.5 Cycle of length k 2.12 Convolution theorem for Laplace transform 6.16 D Degree of a vertex 2.41 Diameter of a connected graph 2.68 Dijkstra’s algorithm 2.58 Differential equation 1.1 Degree of 1.1 Exact 1.15 General solution of 1.14 Linear 1.12 Order of 1.1 Particular solution of 1.4 Partial 1.1 Solution of 1.3 With variable coefficients 1.54 Directed graph 2.41 Dirichlet’s theorem 4.11 Duplication formula 4.7 E Edge 2.1 Equation reducible to exact equation 1.18 Equation reducible to homogeneous form 1.11 Equation reducible to linear differential equation 1.14 Euler’s circuit 2.18 Euler’s formula for planar graph 2.34 Euler’s path 2.19 Euler’s Theorem 2.3 Euler’s reflection formula 4.7 Eulerian graph 2.15 F First Theorem of Graph Theory 2.3 Four Colour Theorem 2.41 Fourier–Bessel expansion of a continuous function 1.88 Fourier–Legendre expansion 1.95 Fully binary tree 2.51 G Gamma function 4.5 Graph 2.1 Greedy algorithm 2.63 H Hamiltonian circuit 2.21 Hamiltonian graph 2.21 Harmonic oscillator 1.26 Heavyside’s expansion formule 6.2 Homogeneous equations 1.8 I Incidence matrix of a graph 2.30 Isomorphism of graphs 2.9 Integrating factor 1.13 J Jacobi’s series 1.88 I.2 Index K Neumann function 1.77 Newton law of cooling 1.28 Kruskal’s algorithm 2.65 Kuratowski’s graph 2.35 Kuratowski’s subgraph 2.36 Kuratowski’s theorem 2.35 O L P Laplace transform (of) Bessels’ function of order zero 5.11 Derivative 5.14 Dirac-delta function 5.7 Error function 5.4 Full wave rectified sine wave 5.21 Half wave rectified sinusoidal 5.21 Heavyside’s unit step function 5.25 Integrals 5.19 Periodic function 5.20 Pulse of unit height 5.6 Rectangular function 5.7 Sawtooth wave 5.22 Square-wave function 5.9 Triangular pulse 5.6 Triangular wave 5.22 Unit ramp function 5.2 Unit step function 5.2 Legendre’s equation 1.89 Legendre’s linear equation 1.64 Leibnitz’s linear equation 1.12 Lerch’s theorem 6.1 Limiting theorem for Laplace transform 5.22 Linear differential equation with constant coefficients 1.37 Linear homogeneous partial differential equation with constant coefficients 1.39 Lipschitz condition 1.4 Liouville’s theorem 4.11 Particular integral 1.39 Path matrix 2.42 Peano’s existence theorem 1.5 Picard’s existence and uniqueness theorem 1.4 Planar graph 2.30 Polish form 2.73 Postfix form 2.75 Prefix form 2.73 Prim algorithm 2.63 M Mass-spring system 7.9 Matrix representation of graph 2.29 Max-flow, Min-cut Theorem 2.80 Method of variation of parameters 1.51 to find particular integral 1.51 Method of solution by changing independent variable 1.55 Method of solution by changing dependent variable 1.55 Method of undetermined coefficients 1.57 Method of reduction of order 1.59 Minimal spanning tree 2.63 Modeling 1.1 Moore BFS algorithm 2.62 N n-ary tree 2.51 Nearest neighbour of a vertex 2.27 Orthogonal trajectories 1.34 R Rate problems 1.31 Reachability matrix 2.42 Region of a planar graph 2.31 Regular graph 2.3 Reverse polish form 2.75 Rodrigue’s formula 1.39 S Searching of a tree 2.72 Secular term 7.2 Separable differential equation 1.5 Seven bridges problem 2.19 Simple pendulum 1.70 Simultaneous linear differential equation 1.65 Solution in series 1.71 Spanning tree 2.65 Shortest path problem 2.75 Standard cases of particular integral 1.43 Strongly connected digraph 2.42 T Tautochrone curve 7.23 Terminal vertex 2.41 Traveling salesperson problem 2.26 Tree 2.44 V Vertex colouring 2.37 W Walks 2.11 Warshall’s algorithm 2.42 Weight of an edge 2.26 Weighted graph 2.26 Welsh–Powel algorithm 2.38 Wronskian 1.51